VP Buildings

3200 Players Club Circle
Memphis, TN 38125-8843

STRUCTURAL DESIGN DATA

Project: ProMax, Inc.
Name: Promax Aldergate U.Methodist
Builder PO #: 
Jobsite: 

City, State: Slidell,  Louisiana   70460
County: Saint Tammany
Country: United States

TABLE OF CONTENTS

Letter of Certification
Contact: Ed Roberts	Project: ProMax, Inc.	
Name: 	Builder PO #: 	
Address: 	Jobsite: 	
		
City, State:    	City, State: Slidell,  Louisiana   70460	
Country: 	County, Country:  Saint Tammany,  United States	

 This is to certify that the above referenced VP BUILDINGS project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads and conditions:

Overall Building Description
Shape	Overall	Overall	Floor Area	Wall Area	Roof Area	Max. Eave	Min. Eave	Max. Roof	Min. Roof	Peak	
 	Width	Length	(sq. ft.)	(sq. ft.)	(sq. ft.)	Height	Height 2	Pitch	Pitch	Height	
Aldergate United Methodist Church	95/0/0	100/0/0	9500	8572	9508	23/11/8	20/0/0	   0.500:12			
 	 	
Loads and Codes - Shape: Aldergate United Methodist Church
	City:	Slidell	County:	Saint Tammany	State:	Louisiana	Country:	United States	
Building Code: 2006 International Building Code	Built Up:       05AISC - ASD	Rainfall: 12.00 inches per hour	
Building Use: Standard Occupancy Structure	Cold Form:      04AISI - ASD	 	
 	 	 	
 	Dead and Collateral Loads		Live Load	
Collateral Gravity:5.00 psf	Roof Covering + Second. Dead Load: 2.86 psf	Live Load: 20.00 psf  Reducible	
Collateral Uplift:  5.00 psf	Frame Weight (assumed for seismic):2.50 psf	 	

 	Wind Load	Snow Load	Seismic Load	
Wind Speed: 130.00 mph	Ground Snow Load:   5.00 psf	Mapped Spectral Response - Ss:15.00 %g	
Wind Exposure (Factor):  C (0.920) 	Design Snow (Sloped): 5.00 psf	Mapped Spectral Response - S1:8.00 %g	
Parts Wind Exposure Factor: 0.920	Snow Exposure Category (Factor): 1 Fully Exposed (0.90) 	Seismic Hazard / Use Group: Group 1	
Wind Enclosure: Enclosed	Snow Importance: 1.000	Seismic Importance: 1.000	
Wind Importance Factor: 1.000	Thermal Category (Factor): Heated (1.00) 	Seismic Performance / Design Category: B	
Topographic Factor: 1.0000	Ground / Roof Conversion: 0.70	Framing Seismic Period: 0.3317	
	% Snow Used in Seismic: 0.00	Bracing Seismic Period: 0.2030	
NOT Windborne Debris Region	Seismic Snow Load:   0.00 psf	Framing R-Factor: 3.0000	
Base Elevation: 0/0/0	Unobstructed, Slippery Roof	Bracing R-Factor: 3.0000	
Primary Zone Strip Width: 17/7/0	 	Soil Profile Type: Stiff soil (D, 4)	
Parts / Portions Zone Strip Width:  8/9/8	 	Frame Redundancy Factor:1.0000	
Basic Wind Pressure: 33.83 psf	 	Brace Redundancy Factor:1.0000	
 	 	Frame Seismic Factor (Cs): 0.0533 x W	
 	 	Brace Seismic Factor (Cs): 0.0533 x W	

Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site.

   The steel design is in accordance with VP BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the following organizations :
                        American Institute of Steel Construction (AISC)
                        American Iron and Steel Institute (AISI)
                        American Welding Society (AWS)               
                        American Society for Testing and Materials (ASTM)
                        Canadian Standards Association
                        CSA W59-Welded Steel Construction
                        Limit State Design of Steel Structures
                        Metal Building Manufacturers Association (MBMA)
                        VP Buildings is certified by:
                        - AISC-MB Certified (Design and Manufacturing)
                        - CSA A660 Certified (Design and Manufacturing)
                        - IAS Approved Fabricator
                        - Canadian Welding Bureau Div. 1 Certified
   
   VP Buildings has designed the structural steel components of this building in accordance with the Building Code, Steel Specifications, and 
   Standards indicated above. Steel components are designed utilizing the following steel grades unless noted otherwise:
      3 Plate members fabricated from plate, bar, strip steel or sheets
           ASTM A529, A572, A1011 - All Grade 50 ksi
      Hot Rolled Shapes (W, S, C, Angles, etc)
           ASTM A36, or ASTM A36Mod50, A529, A572, A588, A709, A992-All Grade 50 ksi 
      Tube and Pipe Sections ASTM A500, Grade B (Fy - 42 ksi pipe, Fy - 46 ksi tube)
      Light Gage Sections ASTM A1011 SS Grade 55 ksi, A653 SS Grade 55 ksi
      Round Rod Bracing ASTM A572 Grade 65 ksi

   This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VP BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VP BUILDINGS.
   Furthermore, it is understood that certification is based upon the premise that all components furnished by VP BUILDINGS will be erected or constructed in strict compliance with pertinent documents furnished by VP BUILDINGS.

   Sincerely,

   _________________________________________ P.E.   Prepared by: ____________        Reviewed by: ____________
   VP BUILDINGS
   3200 Players Club Circle, Memphis TN  38125-8843

Reactions - Expanded Report
Shape: Aldergate United Methodist Church
Builder Contact: 	Project: ProMax, Inc.	
Name: 	Builder PO #: 	
Address: 	Jobsite: 	
		
City, State  Zip:    	City, State  Zip: Slidell, Louisiana   70460	
Country: 	County, Country:  Saint Tammany,  United States	

Loads and Codes - Shape: Aldergate United Methodist Church
	City:	Slidell	County:	Saint Tammany	State:	Louisiana	Country:	United States	
Building Code: 2006 International Building Code	Built Up:       05AISC - ASD	Rainfall: 12.00 inches per hour	
Building Use: Standard Occupancy Structure	Cold Form:      04AISI - ASD	 	
 	 	 	
 	Dead and Collateral Loads		Live Load	
Collateral Gravity:5.00 psf	Roof Covering + Second. Dead Load: 2.86 psf	Live Load: 20.00 psf  Reducible	
Collateral Uplift:  5.00 psf	Frame Weight (assumed for seismic):2.50 psf	 	

 	Wind Load	Snow Load	Seismic Load	
Wind Speed: 130.00 mph	Ground Snow Load:   5.00 psf	Mapped Spectral Response - Ss:15.00 %g	
Wind Exposure (Factor):  C (0.920) 	Design Snow (Sloped): 5.00 psf	Mapped Spectral Response - S1:8.00 %g	
Parts Wind Exposure Factor: 0.920	Snow Exposure Category (Factor): 1 Fully Exposed (0.90) 	Seismic Hazard / Use Group: Group 1	
Wind Enclosure: Enclosed	Snow Importance: 1.000	Seismic Importance: 1.000	
Wind Importance Factor: 1.000	Thermal Category (Factor): Heated (1.00) 	Seismic Performance / Design Category: B	
Topographic Factor: 1.0000	Ground / Roof Conversion: 0.70	Framing Seismic Period: 0.3317	
	% Snow Used in Seismic: 0.00	Bracing Seismic Period: 0.2030	
NOT Windborne Debris Region	Seismic Snow Load:   0.00 psf	Framing R-Factor: 3.0000	
Base Elevation: 0/0/0	Unobstructed, Slippery Roof	Bracing R-Factor: 3.0000	
Primary Zone Strip Width: 17/7/0	 	Soil Profile Type: Stiff soil (D, 4)	
Parts / Portions Zone Strip Width:  8/9/8	 	Frame Redundancy Factor:1.0000	
Basic Wind Pressure: 33.83 psf	 	Brace Redundancy Factor:1.0000	
 	 	Frame Seismic Factor (Cs): 0.0533 x W	
 	 	Brace Seismic Factor (Cs): 0.0533 x W	

Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site.

Load Type Descriptions
D	Material Dead Weight	C	Collateral Load	
CG	Collateral Load for Gravity Cases	CU	Collateral Load for Wind Cases	
L	Live Load	ASL^	Alternate Span Live Load, Shifted Right	
^ASL	Alternate Span Live Load, Shifted Left	PL2	Partial Live, Full, 2 Spans	
S	Snow Load	US1*	Unbalanced Snow Load 1, Shifted Right	
*US1	Unbalanced Snow Load 1, Shifted Left	US2*	Unbalanced Snow Load 2, Shifted Right	
*US2	Unbalanced Snow Load 2, Shifted Left	SD	Snow Drift Load	
SS	Sliding Snow Load	RS	Rain Surcharge Load	
PF1	Partial Load, Full, 1 Span	PH1	Partial Load, Half, 1 Span	
PF2	Partial Load, Full, 2 Spans	PH2	Partial Load, Half, 2 Spans	
W	Wind Load	W1>	Wind Load, Case 1, Right	
<W1	Wind Load, Case 1, Left	W2>	Wind Load, Case 2, Right	
<W2	Wind Load, Case 2, Left	W3>	Wind Load, Case 3, Right	
<W3	Wind Load, Case 3, Left	W4>	Wind Load, Case 4, Right	
<W4	Wind Load, Case 4, Left	W5>	Wind Load, Case 5, Right	
<W5	Wind Load, Case 5, Left	W6>	Wind Load, Case 6, Right	
<W6	Wind Load, Case 6, Left	WP	Wind Load, Parallel to Ridge	
WPR	Wind Load, || Ridge, Right	WPL	Wind Load, || Ridge, Left	
WPA1	Wind Parallel - Ref A, Case 1	WPA2	Wind Parallel - Ref A, Case 2	
WPB1	Wind Parallel - Ref B, Case 1	WPB2	Wind Parallel - Ref B, Case 2	
WPC1	Wind Parallel - Ref C, Case 1	WPC2	Wind Parallel - Ref C, Case 2	
WPD1	Wind Parallel - Ref D, Case 1	WPD2	Wind Parallel - Ref D, Case 2	
WB1>	Wind Brace Reaction, Case 1, Right	<WB1	Wind Brace Reaction, Case 1, Left	
WB2>	Wind Brace Reaction, Case 2, Right	<WB2	Wind Brace Reaction, Case 2, Left	
WB3>	Wind Brace Reaction, Case 3, Right	<WB3	Wind Brace Reaction, Case 3, Left	
WB4>	Wind Brace Reaction, Case 4, Right	<WB4	Wind Brace Reaction, Case 4, Left	
WB5>	Wind Brace Reaction, Case 5, Right	<WB5	Wind Brace Reaction, Case 5, Left	
WB6>	Wind Brace Reaction, Case 6, Right	<WB6	Wind Brace Reaction, Case 6, Left	
MW	Minimum Wind Load	MWB	Minimum Wind Bracing Reaction	
E	Seismic Load	E>	Seismic Load, Right	
<E	Seismic Load, Left	EG	Vertical Seismic Effect	
EG+	Vertical Seismic Effect, Additive	EG-	Vertical Seismic Effect, Subtractive	
EB>	Seismic Brace Reaction, Right	<EB	Seismic Brace Reaction, Left	
FL	Floor Live Load	FL*	Alternate Span Floor Live Load, Shifted Right	
*FL	Alternate Span Floor Live Load, Shifted Left	FD	Floor Dead Load	
AL	Auxiliary Live Load	AL*>	Auxiliary Live Load, Right, Right	
*AL>	Auxiliary Live Load, Right, Left	<AL*	Auxiliary Live Load, Left, Right	
<*AL	Auxiliary Live Load, Left, Left	AL*	Aux Live, Right	
*AL	Aux Live, Left	AL*>(1)	Auxiliary Live Load, Right, Right, Aisle 1	
*AL>(1)	Auxiliary Live Load, Right, Left, Aisle 1	<AL*(1)	Auxiliary Live Load, Left, Right, Aisle 1	
<*AL(1)	Auxiliary Live Load, Left, Left, Aisle 1	AL*(1)	Aux Live, Right, Aisle 1	
*AL(1)	Aux Live, Left, Aisle 1	AL*>(2)	Auxiliary Live Load, Right, Right, Aisle 2	
*AL>(2)	Auxiliary Live Load, Right, Left, Aisle 2	<AL*(2)	Auxiliary Live Load, Left, Right, Aisle 2	
<*AL(2)	Auxiliary Live Load, Left, Left, Aisle 2	AL*(2)	Aux Live, Right, Aisle 2	
*AL(2)	Aux Live, Left, Aisle 2	AL*>(3)	Auxiliary Live Load, Right, Right, Aisle 3	
*AL>(3)	Auxiliary Live Load, Right, Left, Aisle 3	<AL*(3)	Auxiliary Live Load, Left, Right, Aisle 3	
<*AL(3)	Auxiliary Live Load, Left, Left, Aisle 3	AL*(3)	Aux Live, Right, Aisle 3	
*AL(3)	Aux Live, Left, Aisle 3	AL*>(4)	Auxiliary Live Load, Right, Right, Aisle 4	
*AL>(4)	Auxiliary Live Load, Right, Left, Aisle 4	<AL*(4)	Auxiliary Live Load, Left, Right, Aisle 4	
<*AL(4)	Auxiliary Live Load, Left, Left, Aisle 4	AL*(4)	Aux Live, Right, Aisle 4	
*AL(4)	Aux Live, Left, Aisle 4	AL*>(5)	Auxiliary Live Load, Right, Right, Aisle 5	
*AL>(5)	Auxiliary Live Load, Right, Left, Aisle 5	<AL*(5)	Auxiliary Live Load, Left, Right, Aisle 5	
<*AL(5)	Auxiliary Live Load, Left, Left, Aisle 5	AL*(5)	Aux Live, Right, Aisle 5	
*AL(5)	Aux Live, Left, Aisle 5	ALB	Aux Live Bracing Reaction	
ALB>	Aux Live Bracing Reaction, Right	<ALB	Aux Live Bracing Reaction, Left	
WALB>	Wind, Aux Live Bracing Reaction, Right	<WALB	Wind, Aux Live Bracing Reaction, Left	
ALB>(1)	Aux Live Bracing Reaction, Right, Aisle 1	<ALB(1)	Aux Live Bracing Reaction, Left, Aisle 1	
WALB>(1)	Wind, Aux Live Bracing Reaction, Right, Aisle 1	<WALB(1)	Wind, Aux Live Bracing Reaction, Left, Aisle 1	
ALB>(2)	Aux Live Bracing Reaction, Right, Aisle 2	<ALB(2)	Aux Live Bracing Reaction, Left, Aisle 2	
WALB>(2)	Wind, Aux Live Bracing Reaction, Right, Aisle 2	<WALB(2)	Wind, Aux Live Bracing Reaction, Left, Aisle 2	
ALB>(3)	Aux Live Bracing Reaction, Right, Aisle 3	<ALB(3)	Aux Live Bracing Reaction, Left, Aisle 3	
WALB>(3)	Wind, Aux Live Bracing Reaction, Right, Aisle 3	<WALB(3)	Wind, Aux Live Bracing Reaction, Left, Aisle 3	
ALB>(4)	Aux Live Bracing Reaction, Right, Aisle 4	<ALB(4)	Aux Live Bracing Reaction, Left, Aisle 4	
WALB>(4)	Wind, Aux Live Bracing Reaction, Right, Aisle 4	<WALB(4)	Wind, Aux Live Bracing Reaction, Left, Aisle 4	
ALB>(5)	Aux Live Bracing Reaction, Right, Aisle 5	<ALB(5)	Aux Live Bracing Reaction, Left, Aisle 5	
WALB>(5)	Wind, Aux Live Bracing Reaction, Right, Aisle 5	<WALB(5)	Wind, Aux Live Bracing Reaction, Left, Aisle 5	
WALB	Wind, Aux Live Bracing Reaction	AD	Auxiliary Dead Load	
U0	User Defined Load	U1	User Defined Load - 1	
U2	User Defined Load - 2	U3	User Defined Load - 3	
U4	User Defined Load - 4	U5	User Defined Load - 5	
U6	User Defined Load - 6	U7	User Defined Load - 7	
U8	User Defined Load - 8	U9	User Defined Load - 9	
UB	User Brace Reaction	UB1	User Brace Reaction - 1	
UB2	User Brace Reaction - 2	UB3	User Brace Reaction - 3	
UB4	User Brace Reaction - 4	UB5	User Brace Reaction - 5	
UB6	User Brace Reaction - 6	UB7	User Brace Reaction - 7	
UB8	User Brace Reaction - 8	UB9	User Brace Reaction - 9	
R	Rain Load	T	Temperature Load	
V	Shear	 	 	

Overall Building Description
Shape	Overall	Overall	Floor Area	Wall Area	Roof Area	Max. Eave	Min. Eave	Max. Roof	Min. Roof	Peak	
 	Width	Length	(sq. ft.)	(sq. ft.)	(sq. ft.)	Height	Height 2	Pitch	Pitch	Height	
Aldergate United Methodist Church	95/0/0	100/0/0	9500	8572	9508	23/11/8	20/0/0	   0.500:12			
 	 	
Overall Shape Description
Roof 1	Roof 2	From Grid	To Grid	Width	Length	Eave Ht.	Eave Ht. 2	Pitch	Pitch 2	Dist. to Ridge	Peak Height	
A		1-A	1-M	95/0/0	100/0/0	20/0/0	23/11/8	  0.500:12	 	 	 	

Wall: 2
Design Load Combinations - Framing
No.	Origin	Factor	Application	Description	
1	System	1.000	1.0 D + 1.0 CG + 1.0 L	D + CG + L	
2	System	1.000	1.0 D + 1.0 CG + 1.0 S	D + CG + S	
3	System	1.000	1.0 D + 1.0 CG + 1.0 W1>	D + CG + W1>	
4	System	1.000	1.0 D + 1.0 CG + 1.0 <W1	D + CG + <W1	
5	System	1.000	1.0 D + 1.0 CG + 1.0 W2>	D + CG + W2>	
6	System	1.000	1.0 D + 1.0 CG + 1.0 <W2	D + CG + <W2	
7	System	1.000	0.600 D + 0.600 CU + 1.0 W1>	D + CU + W1>	
8	System	1.000	0.600 D + 0.600 CU + 1.0 <W1	D + CU + <W1	
9	System	1.000	0.600 D + 0.600 CU + 1.0 W2>	D + CU + W2>	
10	System	1.000	0.600 D + 0.600 CU + 1.0 <W2	D + CU + <W2	
11	System	1.000	1.0 D + 1.0 CG + 0.700 E> + 0.700 EG+	D + CG + E> + EG+	
12	System	1.000	1.0 D + 1.0 CG + 0.700 <E + 0.700 EG+	D + CG + <E + EG+	
13	System	1.000	0.600 D + 0.600 CU + 0.700 E> + 0.700 EG-	D + CU + E> + EG-	
14	System	1.000	0.600 D + 0.600 CU + 0.700 <E + 0.700 EG-	D + CU + <E + EG-	
15	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W1>	D + CG + L + W1>	
16	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W1	D + CG + L + <W1	
17	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W2>	D + CG + L + W2>	
18	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W2	D + CG + L + <W2	
19	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W1>	D + CG + S + W1>	
20	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W1	D + CG + S + <W1	
21	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W2>	D + CG + S + W2>	
22	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W2	D + CG + S + <W2	
23	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA1	D + CG + WPA1	
24	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA1	D + CU + WPA1	
25	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA1	D + CG + L + WPA1	
26	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA1	D + CG + S + WPA1	
27	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD1	D + CG + WPD1	
28	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD1	D + CU + WPD1	
29	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD1	D + CG + L + WPD1	
30	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD1	D + CG + S + WPD1	
31	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA2	D + CG + WPA2	
32	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA2	D + CU + WPA2	
33	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA2	D + CG + L + WPA2	
34	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA2	D + CG + S + WPA2	
35	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD2	D + CG + WPD2	
36	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD2	D + CU + WPD2	
37	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD2	D + CG + L + WPD2	
38	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD2	D + CG + S + WPD2	
39	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB1	D + CG + WPB1	
40	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB1	D + CU + WPB1	
41	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB1	D + CG + L + WPB1	
42	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB1	D + CG + S + WPB1	
43	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC1	D + CG + WPC1	
44	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC1	D + CU + WPC1	
45	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC1	D + CG + L + WPC1	
46	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC1	D + CG + S + WPC1	
47	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB2	D + CG + WPB2	
48	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB2	D + CU + WPB2	
49	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB2	D + CG + L + WPB2	
50	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB2	D + CG + S + WPB2	
51	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC2	D + CG + WPC2	
52	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC2	D + CU + WPC2	
53	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC2	D + CG + L + WPC2	
54	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC2	D + CG + S + WPC2	
55	System Derived	1.000	1.0 D + 1.0 CG + 0.700 EB> + 0.700 EG+	D + CG + EB> + EG+	
56	System Derived	1.000	0.600 D + 0.600 CU + 0.700 EB> + 0.700 EG-	D + CU + EB> + EG-	
57	System Derived	1.000	1.0 D + 1.0 CG + 0.700 <EB + 0.700 EG+	D + CG + <EB + EG+	
58	System Derived	1.000	0.600 D + 0.600 CU + 0.700 <EB + 0.700 EG-	D + CU + <EB + EG-	

Wall: 2
Frame ID:Portal Frame	Frame Type:Portal Frame	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: A
Type	 Exterior Column	 Exterior Column	 	 	 	
X-Loc	0/0/0	19/4/0	 	 	 	
Grid1 - Grid2	A-4	A-3	 	 	 	
Base Plate W x L (in.)	9 x 21	9 x 21	 	 	 	
Base Plate Thickness (in.)	0.375	0.375	 	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	4 - 0.750	 	 	 	
Column Base Elev.	100'-0"	100'-0"	 	 	 	
Load Type	Desc.	Hx	Vy	Hx	Vy	 	 	 	
D	Frm	0.0	0.7	-0.0	0.7	-	-	-	
CG	Frm	-	-	-	-	-	-	-	
L	Frm	-	-	-	-	-	-	-	
S	Frm	-	-	-	-	-	-	-	
W1>	Frm	-	-	-	-	-	-	-	
<W1	Frm	-	-	-	-	-	-	-	
W2>	Frm	-	-	-	-	-	-	-	
<W2	Frm	-	-	-	-	-	-	-	
CU	Frm	-	-	-	-	-	-	-	
E>	Frm	-	-	-	-	-	-	-	
EG+	Frm	-	-	-	-	-	-	-	
<E	Frm	-	-	-	-	-	-	-	
EG-	Frm	-	-	-	-	-	-	-	
WPA1	Brc	6.2	14.2	5.9	-14.2	-	-	-	
WPD1	Brc	-5.9	-14.2	-6.2	14.2	-	-	-	
WPA2	Brc	6.2	14.2	5.9	-14.2	-	-	-	
WPD2	Brc	-5.9	-14.2	-6.2	14.2	-	-	-	
WPB1	Brc	7.0	15.8	6.6	-15.8	-	-	-	
WPC1	Brc	-6.6	-15.8	-7.0	15.8	-	-	-	
WPB2	Brc	7.0	15.8	6.6	-15.8	-	-	-	
WPC2	Brc	-6.6	-15.8	-7.0	15.8	-	-	-	
EB>	Brc	1.3	3.1	1.3	-3.1	-	-	-	
<EB	Brc	-1.3	-3.1	-1.3	3.1	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: A
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	19/4/0	 	 	 	
Grid1 - Grid2	A-4	A-3	 	 	 	
Ld	Description	Hx	Vy	Hx	Vy	 	 	 	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	 	 	 	
1	D + CG + L	0.0	0.7	-0.0	0.7	-	-	-	
2	D + CG + S	0.0	0.7	-0.0	0.7	-	-	-	
3	D + CG + W1>	0.0	0.7	-0.0	0.7	-	-	-	
4	D + CG + <W1	0.0	0.7	-0.0	0.7	-	-	-	
5	D + CG + W2>	0.0	0.7	-0.0	0.7	-	-	-	
6	D + CG + <W2	0.0	0.7	-0.0	0.7	-	-	-	
7	D + CU + W1>	0.0	0.4	-0.0	0.4	-	-	-	
8	D + CU + <W1	0.0	0.4	-0.0	0.4	-	-	-	
9	D + CU + W2>	0.0	0.4	-0.0	0.4	-	-	-	
10	D + CU + <W2	0.0	0.4	-0.0	0.4	-	-	-	
11	D + CG + E> + EG+	0.0	0.7	-0.0	0.7	-	-	-	
12	D + CG + <E + EG+	0.0	0.7	-0.0	0.7	-	-	-	
13	D + CU + E> + EG-	0.0	0.4	-0.0	0.4	-	-	-	
14	D + CU + <E + EG-	0.0	0.4	-0.0	0.4	-	-	-	
15	D + CG + L + W1>	0.0	0.7	-0.0	0.7	-	-	-	
16	D + CG + L + <W1	0.0	0.7	-0.0	0.7	-	-	-	
17	D + CG + L + W2>	0.0	0.7	-0.0	0.7	-	-	-	
18	D + CG + L + <W2	0.0	0.7	-0.0	0.7	-	-	-	
19	D + CG + S + W1>	0.0	0.7	-0.0	0.7	-	-	-	
20	D + CG + S + <W1	0.0	0.7	-0.0	0.7	-	-	-	
21	D + CG + S + W2>	0.0	0.7	-0.0	0.7	-	-	-	
22	D + CG + S + <W2	0.0	0.7	-0.0	0.7	-	-	-	
23	D + CG + WPA1	6.3	14.9	5.9	-13.5	-	-	-	
24	D + CU + WPA1	6.2	14.6	5.9	-13.7	-	-	-	
25	D + CG + L + WPA1	4.7	11.3	4.4	-9.9	-	-	-	
26	D + CG + S + WPA1	4.7	11.3	4.4	-9.9	-	-	-	
27	D + CG + WPD1	-5.9	-13.5	-6.3	14.9	-	-	-	
28	D + CU + WPD1	-5.9	-13.7	-6.2	14.6	-	-	-	
29	D + CG + L + WPD1	-4.4	-9.9	-4.7	11.3	-	-	-	
30	D + CG + S + WPD1	-4.4	-9.9	-4.7	11.3	-	-	-	
31	D + CG + WPA2	6.3	14.9	5.9	-13.5	-	-	-	
32	D + CU + WPA2	6.2	14.6	5.9	-13.7	-	-	-	
33	D + CG + L + WPA2	4.7	11.3	4.4	-9.9	-	-	-	
34	D + CG + S + WPA2	4.7	11.3	4.4	-9.9	-	-	-	
35	D + CG + WPD2	-5.9	-13.5	-6.3	14.9	-	-	-	
36	D + CU + WPD2	-5.9	-13.7	-6.2	14.6	-	-	-	
37	D + CG + L + WPD2	-4.4	-9.9	-4.7	11.3	-	-	-	
38	D + CG + S + WPD2	-4.4	-9.9	-4.7	11.3	-	-	-	
39	D + CG + WPB1	7.0	16.5	6.6	-15.2	-	-	-	
40	D + CU + WPB1	7.0	16.3	6.6	-15.4	-	-	-	
41	D + CG + L + WPB1	5.3	12.6	5.0	-11.2	-	-	-	
42	D + CG + S + WPB1	5.3	12.6	5.0	-11.2	-	-	-	
43	D + CG + WPC1	-6.6	-15.2	-7.0	16.5	-	-	-	
44	D + CU + WPC1	-6.6	-15.4	-7.0	16.3	-	-	-	
45	D + CG + L + WPC1	-5.0	-11.2	-5.3	12.6	-	-	-	
46	D + CG + S + WPC1	-5.0	-11.2	-5.3	12.6	-	-	-	
47	D + CG + WPB2	7.0	16.5	6.6	-15.1	-	-	-	
48	D + CU + WPB2	7.0	16.3	6.6	-15.4	-	-	-	
49	D + CG + L + WPB2	5.3	12.6	5.0	-11.2	-	-	-	
50	D + CG + S + WPB2	5.3	12.6	5.0	-11.2	-	-	-	
51	D + CG + WPC2	-6.6	-15.1	-7.0	16.5	-	-	-	
52	D + CU + WPC2	-6.6	-15.4	-7.0	16.3	-	-	-	
53	D + CG + L + WPC2	-5.0	-11.2	-5.3	12.6	-	-	-	
54	D + CG + S + WPC2	-5.0	-11.2	-5.3	12.6	-	-	-	
55	D + CG + EB> + EG+	1.0	2.8	0.9	-1.4	-	-	-	
56	D + CU + EB> + EG-	1.0	2.6	0.9	-1.7	-	-	-	
57	D + CG + <EB + EG+	-0.9	-1.4	-1.0	2.8	-	-	-	
58	D + CU + <EB + EG-	-0.9	-1.7	-1.0	2.6	-	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	A-4	6.6	44	7.0	39	-	-	-	-	15.4	44	16.5	39	-	-	-	-	
19/4/0  	A-3	7.0	43	6.6	40	-	-	-	-	15.4	40	16.5	43	-	-	-	-	

Wall: 4
Frame ID:Portal Frame	Frame Type:Portal Frame	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: M
Type	 Exterior Column	 Exterior Column	 	 	 	
X-Loc	0/0/0	19/4/0	 	 	 	
Grid1 - Grid2	M-3	M-4	 	 	 	
Base Plate W x L (in.)	10 x 28	10 x 28	 	 	 	
Base Plate Thickness (in.)	0.375	0.375	 	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	4 - 0.750	 	 	 	
Column Base Elev.	100'-0"	100'-0"	 	 	 	
Load Type	Desc.	Hx	Vy	Hx	Vy	 	 	 	
D	Frm	0.0	1.0	-0.0	1.0	-	-	-	
CG	Frm	-	-	-	-	-	-	-	
L	Frm	-	-	-	-	-	-	-	
S	Frm	-	-	-	-	-	-	-	
W1>	Frm	-	-	-	-	-	-	-	
<W1	Frm	-	-	-	-	-	-	-	
W2>	Frm	-	-	-	-	-	-	-	
<W2	Frm	-	-	-	-	-	-	-	
CU	Frm	-	-	-	-	-	-	-	
E>	Frm	-	-	-	-	-	-	-	
EG+	Frm	-	-	-	-	-	-	-	
<E	Frm	-	-	-	-	-	-	-	
EG-	Frm	-	-	-	-	-	-	-	
WPA1	Brc	-7.1	-21.3	-7.5	21.3	-	-	-	
WPD1	Brc	7.5	21.3	7.1	-21.3	-	-	-	
WPA2	Brc	-7.1	-21.3	-7.5	21.3	-	-	-	
WPD2	Brc	7.5	21.3	7.1	-21.3	-	-	-	
WPB1	Brc	-6.3	-18.7	-6.6	18.7	-	-	-	
WPC1	Brc	6.6	18.7	6.3	-18.7	-	-	-	
WPB2	Brc	-6.3	-18.7	-6.6	18.7	-	-	-	
WPC2	Brc	6.6	18.7	6.3	-18.7	-	-	-	
EB>	Brc	-1.3	-3.9	-1.4	3.9	-	-	-	
<EB	Brc	1.4	3.9	1.3	-3.9	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: M
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	19/4/0	 	 	 	
Grid1 - Grid2	M-3	M-4	 	 	 	
Ld	Description	Hx	Vy	Hx	Vy	 	 	 	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	 	 	 	
1	D + CG + L	0.0	1.0	-0.0	1.0	-	-	-	
2	D + CG + S	0.0	1.0	-0.0	1.0	-	-	-	
3	D + CG + W1>	0.0	1.0	-0.0	1.0	-	-	-	
4	D + CG + <W1	0.0	1.0	-0.0	1.0	-	-	-	
5	D + CG + W2>	0.0	1.0	-0.0	1.0	-	-	-	
6	D + CG + <W2	0.0	1.0	-0.0	1.0	-	-	-	
7	D + CU + W1>	0.0	0.6	-0.0	0.6	-	-	-	
8	D + CU + <W1	0.0	0.6	-0.0	0.6	-	-	-	
9	D + CU + W2>	0.0	0.6	-0.0	0.6	-	-	-	
10	D + CU + <W2	0.0	0.6	-0.0	0.6	-	-	-	
11	D + CG + E> + EG+	0.0	1.0	-0.0	1.0	-	-	-	
12	D + CG + <E + EG+	0.0	1.0	-0.0	1.0	-	-	-	
13	D + CU + E> + EG-	0.0	0.6	-0.0	0.6	-	-	-	
14	D + CU + <E + EG-	0.0	0.6	-0.0	0.6	-	-	-	
15	D + CG + L + W1>	0.0	1.0	-0.0	1.0	-	-	-	
16	D + CG + L + <W1	0.0	1.0	-0.0	1.0	-	-	-	
17	D + CG + L + W2>	0.0	1.0	-0.0	1.0	-	-	-	
18	D + CG + L + <W2	0.0	1.0	-0.0	1.0	-	-	-	
19	D + CG + S + W1>	0.0	1.0	-0.0	1.0	-	-	-	
20	D + CG + S + <W1	0.0	1.0	-0.0	1.0	-	-	-	
21	D + CG + S + W2>	0.0	1.0	-0.0	1.0	-	-	-	
22	D + CG + S + <W2	0.0	1.0	-0.0	1.0	-	-	-	
23	D + CG + WPA1	-7.1	-20.3	-7.5	22.2	-	-	-	
24	D + CU + WPA1	-7.1	-20.7	-7.5	21.9	-	-	-	
25	D + CG + L + WPA1	-5.3	-15.0	-5.7	16.9	-	-	-	
26	D + CG + S + WPA1	-5.3	-15.0	-5.7	16.9	-	-	-	
27	D + CG + WPD1	7.5	22.2	7.1	-20.3	-	-	-	
28	D + CU + WPD1	7.5	21.9	7.1	-20.7	-	-	-	
29	D + CG + L + WPD1	5.7	16.9	5.3	-15.0	-	-	-	
30	D + CG + S + WPD1	5.7	16.9	5.3	-15.0	-	-	-	
31	D + CG + WPA2	-7.1	-20.3	-7.5	22.2	-	-	-	
32	D + CU + WPA2	-7.1	-20.7	-7.5	21.8	-	-	-	
33	D + CG + L + WPA2	-5.3	-15.0	-5.7	16.9	-	-	-	
34	D + CG + S + WPA2	-5.3	-15.0	-5.7	16.9	-	-	-	
35	D + CG + WPD2	7.5	22.2	7.1	-20.3	-	-	-	
36	D + CU + WPD2	7.5	21.8	7.1	-20.7	-	-	-	
37	D + CG + L + WPD2	5.7	16.9	5.3	-15.0	-	-	-	
38	D + CG + S + WPD2	5.7	16.9	5.3	-15.0	-	-	-	
39	D + CG + WPB1	-6.2	-17.7	-6.6	19.6	-	-	-	
40	D + CU + WPB1	-6.3	-18.1	-6.6	19.3	-	-	-	
41	D + CG + L + WPB1	-4.7	-13.0	-5.0	15.0	-	-	-	
42	D + CG + S + WPB1	-4.7	-13.0	-5.0	15.0	-	-	-	
43	D + CG + WPC1	6.6	19.6	6.2	-17.7	-	-	-	
44	D + CU + WPC1	6.6	19.3	6.3	-18.1	-	-	-	
45	D + CG + L + WPC1	5.0	15.0	4.7	-13.0	-	-	-	
46	D + CG + S + WPC1	5.0	15.0	4.7	-13.0	-	-	-	
47	D + CG + WPB2	-6.2	-17.7	-6.6	19.6	-	-	-	
48	D + CU + WPB2	-6.2	-18.1	-6.6	19.2	-	-	-	
49	D + CG + L + WPB2	-4.7	-13.0	-5.0	15.0	-	-	-	
50	D + CG + S + WPB2	-4.7	-13.0	-5.0	15.0	-	-	-	
51	D + CG + WPC2	6.6	19.6	6.2	-17.7	-	-	-	
52	D + CU + WPC2	6.6	19.2	6.2	-18.1	-	-	-	
53	D + CG + L + WPC2	5.0	15.0	4.7	-13.0	-	-	-	
54	D + CG + S + WPC2	5.0	15.0	4.7	-13.0	-	-	-	
55	D + CG + EB> + EG+	-0.9	-1.8	-1.0	3.7	-	-	-	
56	D + CU + EB> + EG-	-0.9	-2.1	-1.0	3.3	-	-	-	
57	D + CG + <EB + EG+	1.0	3.7	0.9	-1.8	-	-	-	
58	D + CU + <EB + EG-	1.0	3.3	0.9	-2.1	-	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	M-3	7.1	24	7.5	27	-	-	-	-	20.7	24	22.2	27	-	-	-	-	
19/4/0  	M-4	7.5	23	7.1	28	-	-	-	-	20.7	28	22.2	23	-	-	-	-	

Wall: 2, Frame at: 1/0/0
Design Load Combinations - Framing
No.	Origin	Factor	Application	Description	
1	System	1.000	1.0 D + 1.0 CG + 1.0 L	D + CG + L	
2	System	1.000	1.0 D + 1.0 CG + 1.0 ASL^	D + CG + ASL^	
3	System	1.000	1.0 D + 1.0 CG + 1.0 ^ASL	D + CG + ^ASL	
8	System	1.000	1.0 D + 1.0 CG + 1.0 S	D + CG + S	
17	System	1.000	1.0 D + 1.0 CG + 1.0 W1>	D + CG + W1>	
18	System	1.000	1.0 D + 1.0 CG + 1.0 <W1	D + CG + <W1	
19	System	1.000	1.0 D + 1.0 CG + 1.0 W2>	D + CG + W2>	
20	System	1.000	1.0 D + 1.0 CG + 1.0 <W2	D + CG + <W2	
21	System	1.000	0.600 D + 0.600 CU + 1.0 W1>	D + CU + W1>	
22	System	1.000	0.600 D + 0.600 CU + 1.0 <W1	D + CU + <W1	
23	System	1.000	0.600 D + 0.600 CU + 1.0 W2>	D + CU + W2>	
24	System	1.000	0.600 D + 0.600 CU + 1.0 <W2	D + CU + <W2	
25	System	1.000	1.0 D + 1.0 CG + 0.700 E> + 0.700 EG+	D + CG + E> + EG+	
26	System	1.000	1.0 D + 1.0 CG + 0.700 <E + 0.700 EG+	D + CG + <E + EG+	
27	System	1.000	0.600 D + 0.600 CU + 0.700 E> + 0.700 EG-	D + CU + E> + EG-	
28	System	1.000	0.600 D + 0.600 CU + 0.700 <E + 0.700 EG-	D + CU + <E + EG-	
29	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W1>	D + CG + L + W1>	
30	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W1	D + CG + L + <W1	
31	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W2>	D + CG + L + W2>	
32	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W2	D + CG + L + <W2	
33	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W1>	D + CG + S + W1>	
34	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W1	D + CG + S + <W1	
35	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W2>	D + CG + S + W2>	
36	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W2	D + CG + S + <W2	
37	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA1	D + CG + WPA1	
38	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA1	D + CU + WPA1	
39	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA1	D + CG + L + WPA1	
40	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA1	D + CG + S + WPA1	
41	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD1	D + CG + WPD1	
42	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD1	D + CU + WPD1	
43	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD1	D + CG + L + WPD1	
44	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD1	D + CG + S + WPD1	
45	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA2	D + CG + WPA2	
46	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA2	D + CU + WPA2	
47	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA2	D + CG + L + WPA2	
48	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA2	D + CG + S + WPA2	
49	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD2	D + CG + WPD2	
50	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD2	D + CU + WPD2	
51	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD2	D + CG + L + WPD2	
52	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD2	D + CG + S + WPD2	
53	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB1	D + CG + WPB1	
54	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB1	D + CU + WPB1	
55	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB1	D + CG + L + WPB1	
56	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB1	D + CG + S + WPB1	
57	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC1	D + CG + WPC1	
58	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC1	D + CU + WPC1	
59	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC1	D + CG + L + WPC1	
60	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC1	D + CG + S + WPC1	
61	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB2	D + CG + WPB2	
62	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB2	D + CU + WPB2	
63	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB2	D + CG + L + WPB2	
64	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB2	D + CG + S + WPB2	
65	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC2	D + CG + WPC2	
66	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC2	D + CU + WPC2	
67	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC2	D + CG + L + WPC2	
68	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC2	D + CG + S + WPC2	
69	System Derived	1.000	1.0 D + 1.0 CG + 0.700 EB> + 0.700 EG+	D + CG + EB> + EG+	
70	System Derived	1.000	0.600 D + 0.600 CU + 0.700 EB> + 0.700 EG-	D + CU + EB> + EG-	
71	System Derived	1.000	1.0 D + 1.0 CG + 0.700 <EB + 0.700 EG+	D + CG + <EB + EG+	
72	System Derived	1.000	0.600 D + 0.600 CU + 0.700 <EB + 0.700 EG-	D + CU + <EB + EG-	

Wall: 2, Frame at: 1/0/0
Frame ID:REW post and beam	Frame Type:Post & Beam	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: 6
Type	 Exterior Column	 Interior Column	 Interior Column	 Interior Column	 Interior Column	
X-Loc	0/0/0	24/0/0	44/0/0	66/0/0	84/0/0	
Grid1 - Grid2	6-A	6-C	6-E	6-J	6-L	
Base Plate W x L (in.)	8 x 10	8 x 13	8 x 14	8 x 14	8 x 12	
Base Plate Thickness (in.)	0.375	0.375	0.375	0.375	0.375	
Anchor Rod Qty/Diam.  (in.)	2 - 0.750	4 - 0.750	4 - 0.750	4 - 0.750	4 - 0.750	
Column Base Elev.	100'-0"	100'-0"	100'-0"	100'-0"	100'-0"	
Load Type	Desc.	Hx	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	
D	Frm	-	0.5	-	-	1.2	-	-	1.0	-	-	1.1	-	-	0.8	
CG	Frm	-	0.6	-	-	1.3	-	-	1.1	-	-	1.2	-	-	0.8	
L	Frm	-	2.1	-	-	5.2	-	-	4.3	-	-	4.6	-	-	3.2	
ASL^	Frm	-	-0.2	-	-	2.4	-	-	2.2	-	-	1.7	-	-	2.7	
^ASL	Frm	-	2.4	-	-	2.7	-	-	2.1	-	-	2.9	-	-	0.5	
S	Frm	-	0.6	-	-	1.3	-	-	1.1	-	-	1.2	-	-	0.8	
W1>	Frm	2.1	-2.8	-	6.7	-6.4	-	6.7	-5.2	-	6.6	-5.6	-	5.1	-3.7	
<W1	Frm	-1.5	-4.7	-	-6.0	-11.3	-	-6.0	-9.2	-	-6.0	-9.8	-	-4.6	-6.6	
W2>	Frm	0.9	-1.4	-	-	-3.2	-	-	-2.6	-	-	-2.8	-	-	-1.8	
<W2	Frm	-2.8	-3.2	-	-	-8.0	-	-	-6.5	-	-	-7.0	-	-	-4.7	
CU	Frm	-	0.6	-	-	1.3	-	-	1.1	-	-	1.2	-	-	0.8	
E>	Frm	0.0	-	-	0.0	-	-	0.0	-	-	0.0	-	-	0.0	-	
EG+	Frm	-	0.0	-	-	0.1	-	-	0.1	-	-	0.1	-	-	0.1	
<E	Frm	-0.0	-	-	-0.0	-	-	-0.0	-	-	-0.0	-	-	-0.0	-	
EG-	Frm	-	-0.0	-	-	-0.1	-	-	-0.1	-	-	-0.1	-	-	-0.1	
WPA1	Brc	2.2	-3.4	-	-	-7.9	-	-	-6.4	-	-	-6.9	-	-	-4.7	
WPD1	Brc	2.2	-2.2	-	-	-5.0	-	-	-4.1	-	-	-4.4	-	-	-2.9	
WPA2	Brc	0.9	-2.0	-	-	-4.6	-	-	-3.8	-	-	-4.0	-	-	-2.7	
WPD2	Brc	0.9	-0.8	-	-	-1.7	-	-	-1.4	-	-	-1.5	-	-	-1.0	
WPB1	Brc	2.2	-4.9	-	-	-9.2	-	-	-6.1	-	-	-7.0	-	-	-4.6	
WPC1	Brc	2.2	-2.8	-	-	-5.5	-	-	-3.9	-	-	-4.4	-	-	-2.9	
WPB2	Brc	0.9	-3.5	-	-	-5.9	-	-	-3.5	-	-	-4.1	-	-	-2.7	
WPC2	Brc	0.9	-1.4	-	-	-2.3	-	-	-1.3	-	-	-1.5	-	-	-1.0	
EB>	Brc	-	-	-	-	-	-	-	-	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	-	-	-	-	-	-	-	-	

Type	 Exterior Column	 	 	 	 	
X-Loc	95/0/0	 	 	 	 	
Grid1 - Grid2	6-M	 	 	 	 	
Base Plate W x L (in.)	8 x 18	 	 	 	 	
Base Plate Thickness (in.)	0.375	 	 	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	 	 	 	 	
Column Base Elev.	100'-0"	 	 	 	 	
Load Type	Desc.	Hx	Vy	 	 	 	 	
D	Frm	-	0.5	-	-	-	-	
CG	Frm	-	0.2	-	-	-	-	
L	Frm	-	1.0	-	-	-	-	
ASL^	Frm	-	-0.5	-	-	-	-	
^ASL	Frm	-	1.5	-	-	-	-	
S	Frm	-	0.2	-	-	-	-	
W1>	Frm	1.8	-1.1	-	-	-	-	
<W1	Frm	-2.6	-2.1	-	-	-	-	
W2>	Frm	3.3	-0.5	-	-	-	-	
<W2	Frm	-1.0	-1.5	-	-	-	-	
CU	Frm	-	0.2	-	-	-	-	
E>	Frm	0.0	0.0	-	-	-	-	
EG+	Frm	-	0.0	-	-	-	-	
<E	Frm	-0.0	-0.0	-	-	-	-	
EG-	Frm	-	-0.0	-	-	-	-	
WPA1	Brc	-2.7	-1.3	-	-	-	-	
WPD1	Brc	-2.7	-0.8	-	-	-	-	
WPA2	Brc	-1.1	-0.8	-	-	-	-	
WPD2	Brc	-1.1	-0.3	-	-	-	-	
WPB1	Brc	-2.7	-1.3	-	-	-	-	
WPC1	Brc	-2.7	-0.8	-	-	-	-	
WPB2	Brc	-1.1	-0.8	-	-	-	-	
WPC2	Brc	-1.1	-0.3	-	-	-	-	
EB>	Brc	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: 6
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	24/0/0	44/0/0	66/0/0	84/0/0	
Grid1 - Grid2	6-A	6-C	6-E	6-J	6-L	
Ld	Description	Hx	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	
1	D + CG + L	-	3.2	-	-	7.7	-	-	6.4	-	-	6.9	-	-	4.8	
2	D + CG + ASL^	-	0.9	-	-	5.0	-	-	4.3	-	-	4.0	-	-	4.3	
3	D + CG + ^ASL	-	3.5	-	-	5.3	-	-	4.2	-	-	5.1	-	-	2.1	
8	D + CG + S	-	1.7	-	-	3.9	-	-	3.2	-	-	3.4	-	-	2.4	
17	D + CG + W1>	2.1	-1.7	-	6.7	-3.9	-	6.7	-3.1	-	6.6	-3.4	-	5.1	-2.2	
18	D + CG + <W1	-1.5	-3.6	-	-6.0	-8.8	-	-6.0	-7.1	-	-6.0	-7.6	-	-4.6	-5.0	
19	D + CG + W2>	0.9	-0.3	-	-	-0.6	-	-	-0.5	-	-	-0.5	-	-	-0.2	
20	D + CG + <W2	-2.8	-2.2	-	-	-5.5	-	-	-4.4	-	-	-4.7	-	-	-3.1	
21	D + CU + W1>	2.1	-2.1	-	6.7	-4.9	-	6.7	-3.9	-	6.6	-4.3	-	5.1	-2.8	
22	D + CU + <W1	-1.5	-4.0	-	-6.0	-9.8	-	-6.0	-7.9	-	-6.0	-8.5	-	-4.6	-5.7	
23	D + CU + W2>	0.9	-0.7	-	-	-1.6	-	-	-1.3	-	-	-1.4	-	-	-0.9	
24	D + CU + <W2	-2.8	-2.6	-	-	-6.5	-	-	-5.2	-	-	-5.6	-	-	-3.7	
25	D + CG + E> + EG+	0.0	1.1	-	0.0	2.6	-	0.0	2.1	-	0.0	2.3	-	0.0	1.6	
26	D + CG + <E + EG+	-0.0	1.1	-	-0.0	2.6	-	-0.0	2.1	-	-0.0	2.3	-	-0.0	1.6	
27	D + CU + E> + EG-	0.0	0.6	-	0.0	1.5	-	0.0	1.2	-	0.0	1.3	-	0.0	0.9	
28	D + CU + <E + EG-	-0.0	0.6	-	-0.0	1.5	-	-0.0	1.2	-	-0.0	1.3	-	-0.0	0.9	
29	D + CG + L + W1>	1.6	0.6	-	5.0	1.6	-	5.0	1.4	-	5.0	1.5	-	3.9	1.2	
30	D + CG + L + <W1	-1.1	-0.8	-	-4.5	-2.0	-	-4.5	-1.6	-	-4.5	-1.7	-	-3.5	-1.0	
31	D + CG + L + W2>	0.6	1.7	-	-	4.1	-	-	3.4	-	-	3.6	-	-	2.6	
32	D + CG + L + <W2	-2.1	0.3	-	-	0.4	-	-	0.4	-	-	0.5	-	-	0.4	
33	D + CG + S + W1>	1.6	-0.6	-	5.0	-1.3	-	5.0	-1.0	-	5.0	-1.1	-	3.9	-0.6	
34	D + CG + S + <W1	-1.1	-2.0	-	-4.5	-4.9	-	-4.5	-4.0	-	-4.5	-4.3	-	-3.5	-2.8	
35	D + CG + S + W2>	0.6	0.5	-	-	1.2	-	-	1.0	-	-	1.1	-	-	0.8	
36	D + CG + S + <W2	-2.1	-0.9	-	-	-2.5	-	-	-2.0	-	-	-2.1	-	-	-1.3	
37	D + CG + WPA1	2.2	-2.3	-	-	-5.4	-	-	-4.3	-	-	-4.6	-	-	-3.1	
38	D + CU + WPA1	2.2	-2.8	-	-	-6.4	-	-	-5.2	-	-	-5.6	-	-	-3.7	
39	D + CG + L + WPA1	1.7	0.1	-	-	0.5	-	-	0.5	-	-	0.5	-	-	0.5	
40	D + CG + S + WPA1	1.7	-1.0	-	-	-2.4	-	-	-1.9	-	-	-2.0	-	-	-1.3	
41	D + CG + WPD1	2.2	-1.1	-	-	-2.5	-	-	-2.0	-	-	-2.1	-	-	-1.4	
42	D + CU + WPD1	2.2	-1.5	-	-	-3.5	-	-	-2.8	-	-	-3.0	-	-	-2.0	
43	D + CG + L + WPD1	1.7	1.1	-	-	2.7	-	-	2.3	-	-	2.4	-	-	1.7	
44	D + CG + S + WPD1	1.7	-0.1	-	-	-0.2	-	-	-0.1	-	-	-0.1	-	-	-0.0	
45	D + CG + WPA2	0.9	-0.9	-	-	-2.1	-	-	-1.7	-	-	-1.8	-	-	-1.1	
46	D + CU + WPA2	0.9	-1.3	-	-	-3.1	-	-	-2.5	-	-	-2.7	-	-	-1.8	
47	D + CG + L + WPA2	0.7	1.2	-	-	2.9	-	-	2.5	-	-	2.7	-	-	1.9	
48	D + CG + S + WPA2	0.7	0.0	-	-	0.0	-	-	0.1	-	-	0.1	-	-	0.1	
49	D + CG + WPD2	0.9	0.3	-	-	0.8	-	-	0.7	-	-	0.7	-	-	0.6	
50	D + CU + WPD2	0.9	-0.1	-	-	-0.2	-	-	-0.1	-	-	-0.2	-	-	-0.1	
51	D + CG + L + WPD2	0.7	2.1	-	-	5.1	-	-	4.3	-	-	4.6	-	-	3.2	
52	D + CG + S + WPD2	0.7	0.9	-	-	2.2	-	-	1.9	-	-	2.0	-	-	1.4	
53	D + CG + WPB1	2.2	-3.8	-	-	-6.6	-	-	-4.0	-	-	-4.7	-	-	-3.0	
54	D + CU + WPB1	2.2	-4.2	-	-	-7.6	-	-	-4.9	-	-	-5.6	-	-	-3.7	
55	D + CG + L + WPB1	1.7	-1.0	-	-	-0.5	-	-	0.7	-	-	0.5	-	-	0.5	
56	D + CG + S + WPB1	1.7	-2.1	-	-	-3.3	-	-	-1.7	-	-	-2.1	-	-	-1.3	
57	D + CG + WPC1	2.2	-1.7	-	-	-3.0	-	-	-1.8	-	-	-2.1	-	-	-1.3	
58	D + CU + WPC1	2.2	-2.2	-	-	-4.0	-	-	-2.7	-	-	-3.0	-	-	-2.0	
59	D + CG + L + WPC1	1.7	0.6	-	-	2.3	-	-	2.4	-	-	2.4	-	-	1.8	
60	D + CG + S + WPC1	1.7	-0.6	-	-	-0.6	-	-	-0.0	-	-	-0.2	-	-	-0.0	
61	D + CG + WPB2	0.9	-2.4	-	-	-3.4	-	-	-1.4	-	-	-1.9	-	-	-1.1	
62	D + CU + WPB2	0.9	-2.8	-	-	-4.4	-	-	-2.2	-	-	-2.8	-	-	-1.7	
63	D + CG + L + WPB2	0.7	0.1	-	-	2.0	-	-	2.7	-	-	2.6	-	-	1.9	
64	D + CG + S + WPB2	0.7	-1.1	-	-	-0.9	-	-	0.3	-	-	0.0	-	-	0.2	
65	D + CG + WPC2	0.9	-0.3	-	-	0.3	-	-	0.8	-	-	0.7	-	-	0.6	
66	D + CU + WPC2	0.9	-0.7	-	-	-0.7	-	-	-0.0	-	-	-0.2	-	-	-0.1	
67	D + CG + L + WPC2	0.7	1.7	-	-	4.7	-	-	4.3	-	-	4.5	-	-	3.2	
68	D + CG + S + WPC2	0.7	0.5	-	-	1.8	-	-	2.0	-	-	2.0	-	-	1.4	
69	D + CG + EB> + EG+	-	1.1	-	-	2.6	-	-	2.1	-	-	2.3	-	-	1.6	
70	D + CU + EB> + EG-	-	0.6	-	-	1.5	-	-	1.2	-	-	1.3	-	-	0.9	
71	D + CG + <EB + EG+	-	1.1	-	-	2.6	-	-	2.1	-	-	2.3	-	-	1.6	
72	D + CU + <EB + EG-	-	0.6	-	-	1.5	-	-	1.2	-	-	1.3	-	-	0.9	

X-Loc	95/0/0	 	 	 	 	
Grid1 - Grid2	6-M	 	 	 	 	
Ld	Description	Hx	Vy	 	 	 	 	
Cs	(application factor not shown)	(k)	(k)	 	 	 	 	
1	D + CG + L	-	1.7	-	-	-	-	
2	D + CG + ASL^	-	0.2	-	-	-	-	
3	D + CG + ^ASL	-	2.3	-	-	-	-	
8	D + CG + S	-	1.0	-	-	-	-	
17	D + CG + W1>	1.8	-0.3	-	-	-	-	
18	D + CG + <W1	-2.6	-1.3	-	-	-	-	
19	D + CG + W2>	3.3	0.2	-	-	-	-	
20	D + CG + <W2	-1.0	-0.8	-	-	-	-	
21	D + CU + W1>	1.8	-0.6	-	-	-	-	
22	D + CU + <W1	-2.6	-1.6	-	-	-	-	
23	D + CU + W2>	3.3	-0.1	-	-	-	-	
24	D + CU + <W2	-1.0	-1.1	-	-	-	-	
25	D + CG + E> + EG+	0.0	0.8	-	-	-	-	
26	D + CG + <E + EG+	-0.0	0.8	-	-	-	-	
27	D + CU + E> + EG-	0.0	0.5	-	-	-	-	
28	D + CU + <E + EG-	-0.0	0.4	-	-	-	-	
29	D + CG + L + W1>	1.3	0.7	-	-	-	-	
30	D + CG + L + <W1	-1.9	-0.0	-	-	-	-	
31	D + CG + L + W2>	2.5	1.1	-	-	-	-	
32	D + CG + L + <W2	-0.8	0.3	-	-	-	-	
33	D + CG + S + W1>	1.3	0.2	-	-	-	-	
34	D + CG + S + <W1	-1.9	-0.6	-	-	-	-	
35	D + CG + S + W2>	2.5	0.6	-	-	-	-	
36	D + CG + S + <W2	-0.8	-0.2	-	-	-	-	
37	D + CG + WPA1	-2.7	-0.5	-	-	-	-	
38	D + CU + WPA1	-2.7	-0.8	-	-	-	-	
39	D + CG + L + WPA1	-2.0	0.5	-	-	-	-	
40	D + CG + S + WPA1	-2.0	-0.0	-	-	-	-	
41	D + CG + WPD1	-2.7	0.0	-	-	-	-	
42	D + CU + WPD1	-2.7	-0.3	-	-	-	-	
43	D + CG + L + WPD1	-2.0	0.9	-	-	-	-	
44	D + CG + S + WPD1	-2.0	0.4	-	-	-	-	
45	D + CG + WPA2	-1.1	0.0	-	-	-	-	
46	D + CU + WPA2	-1.1	-0.3	-	-	-	-	
47	D + CG + L + WPA2	-0.9	0.9	-	-	-	-	
48	D + CG + S + WPA2	-0.9	0.4	-	-	-	-	
49	D + CG + WPD2	-1.1	0.5	-	-	-	-	
50	D + CU + WPD2	-1.1	0.2	-	-	-	-	
51	D + CG + L + WPD2	-0.9	1.3	-	-	-	-	
52	D + CG + S + WPD2	-0.9	0.8	-	-	-	-	
53	D + CG + WPB1	-2.7	-0.5	-	-	-	-	
54	D + CU + WPB1	-2.7	-0.8	-	-	-	-	
55	D + CG + L + WPB1	-2.0	0.5	-	-	-	-	
56	D + CG + S + WPB1	-2.0	-0.0	-	-	-	-	
57	D + CG + WPC1	-2.7	0.0	-	-	-	-	
58	D + CU + WPC1	-2.7	-0.3	-	-	-	-	
59	D + CG + L + WPC1	-2.0	0.9	-	-	-	-	
60	D + CG + S + WPC1	-2.0	0.4	-	-	-	-	
61	D + CG + WPB2	-1.1	-0.0	-	-	-	-	
62	D + CU + WPB2	-1.1	-0.3	-	-	-	-	
63	D + CG + L + WPB2	-0.9	0.9	-	-	-	-	
64	D + CG + S + WPB2	-0.9	0.4	-	-	-	-	
65	D + CG + WPC2	-1.1	0.5	-	-	-	-	
66	D + CU + WPC2	-1.1	0.2	-	-	-	-	
67	D + CG + L + WPC2	-0.9	1.3	-	-	-	-	
68	D + CG + S + WPC2	-0.9	0.8	-	-	-	-	
69	D + CG + EB> + EG+	-	0.8	-	-	-	-	
70	D + CU + EB> + EG-	-	0.5	-	-	-	-	
71	D + CG + <EB + EG+	-	0.8	-	-	-	-	
72	D + CU + <EB + EG-	-	0.5	-	-	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	6-A	2.8	20	2.2	37	-	-	-	-	4.2	54	3.5	3	-	-	-	-	
24/0/0  	6-C	-	-	-	-	6.0	18	6.7	17	9.8	22	7.7	1	-	-	-	-	
44/0/0  	6-E	-	-	-	-	6.0	18	6.7	17	7.9	22	6.4	1	-	-	-	-	
66/0/0  	6-J	-	-	-	-	6.0	18	6.6	17	8.5	22	6.9	1	-	-	-	-	
84/0/0  	6-L	-	-	-	-	4.6	18	5.1	17	5.7	22	4.8	1	-	-	-	-	
95/0/0  	6-M	2.7	37	3.3	19	-	-	-	-	1.6	22	2.3	3	-	-	-	-	

Wall: 2, Frame at: 20/10/0
Design Load Combinations - Framing
No.	Origin	Factor	Application	Description	
1	System	1.000	1.0 D + 1.0 CG + 1.0 L	D + CG + L	
2	System	1.000	1.0 D + 1.0 CG + 1.0 ASL^	D + CG + ASL^	
3	System	1.000	1.0 D + 1.0 CG + 1.0 ^ASL	D + CG + ^ASL	
4	System	1.000	1.0 D + 1.0 CG + 1.0 S	D + CG + S	
7	System	1.000	1.0 D + 1.0 CG + 1.0 W1>	D + CG + W1>	
8	System	1.000	1.0 D + 1.0 CG + 1.0 <W1	D + CG + <W1	
9	System	1.000	1.0 D + 1.0 CG + 1.0 W2>	D + CG + W2>	
10	System	1.000	1.0 D + 1.0 CG + 1.0 <W2	D + CG + <W2	
11	System	1.000	0.600 D + 0.600 CU + 1.0 W1>	D + CU + W1>	
12	System	1.000	0.600 D + 0.600 CU + 1.0 <W1	D + CU + <W1	
13	System	1.000	0.600 D + 0.600 CU + 1.0 W2>	D + CU + W2>	
14	System	1.000	0.600 D + 0.600 CU + 1.0 <W2	D + CU + <W2	
15	System	1.000	1.0 D + 1.0 CG + 0.700 E> + 0.700 EG+	D + CG + E> + EG+	
16	System	1.000	1.0 D + 1.0 CG + 0.700 <E + 0.700 EG+	D + CG + <E + EG+	
17	System	1.000	0.600 D + 0.600 CU + 0.700 E> + 0.700 EG-	D + CU + E> + EG-	
18	System	1.000	0.600 D + 0.600 CU + 0.700 <E + 0.700 EG-	D + CU + <E + EG-	
19	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W1>	D + CG + L + W1>	
20	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W1	D + CG + L + <W1	
21	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W2>	D + CG + L + W2>	
22	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W2	D + CG + L + <W2	
23	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W1>	D + CG + S + W1>	
24	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W1	D + CG + S + <W1	
25	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W2>	D + CG + S + W2>	
26	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W2	D + CG + S + <W2	
27	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA1	D + CG + WPA1	
28	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA1	D + CU + WPA1	
29	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA1	D + CG + L + WPA1	
30	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA1	D + CG + S + WPA1	
31	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD1	D + CG + WPD1	
32	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD1	D + CU + WPD1	
33	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD1	D + CG + L + WPD1	
34	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD1	D + CG + S + WPD1	
35	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA2	D + CG + WPA2	
36	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA2	D + CU + WPA2	
37	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA2	D + CG + L + WPA2	
38	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA2	D + CG + S + WPA2	
39	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD2	D + CG + WPD2	
40	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD2	D + CU + WPD2	
41	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD2	D + CG + L + WPD2	
42	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD2	D + CG + S + WPD2	
43	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB1	D + CG + WPB1	
44	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB1	D + CU + WPB1	
45	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB1	D + CG + L + WPB1	
46	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB1	D + CG + S + WPB1	
47	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC1	D + CG + WPC1	
48	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC1	D + CU + WPC1	
49	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC1	D + CG + L + WPC1	
50	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC1	D + CG + S + WPC1	
51	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB2	D + CG + WPB2	
52	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB2	D + CU + WPB2	
53	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB2	D + CG + L + WPB2	
54	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB2	D + CG + S + WPB2	
55	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC2	D + CG + WPC2	
56	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC2	D + CU + WPC2	
57	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC2	D + CG + L + WPC2	
58	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC2	D + CG + S + WPC2	
59	System Derived	1.000	1.0 D + 1.0 CG + 0.700 EB> + 0.700 EG+	D + CG + EB> + EG+	
60	System Derived	1.000	0.600 D + 0.600 CU + 0.700 EB> + 0.700 EG-	D + CU + EB> + EG-	
61	System Derived	1.000	1.0 D + 1.0 CG + 0.700 <EB + 0.700 EG+	D + CG + <EB + EG+	
62	System Derived	1.000	0.600 D + 0.600 CU + 0.700 <EB + 0.700 EG-	D + CU + <EB + EG-	

Wall: 2, Frame at: 20/10/0
Frame ID:CB1 interior fr.	Frame Type:Continuous Beam	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: 5
Type	 Exterior Column	 Interior Column	 Exterior Column	 	 	
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	5-A	5-F	5-M	 	 	
Base Plate W x L (in.)	8 x 13	8 x 10	8 x 13	 	 	
Base Plate Thickness (in.)	0.375	0.375	0.375	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	4 - 0.750	4 - 0.750	 	 	
Column Base Elev.	100'-0"	100'-0"	100'-0"	 	 	
Load Type	Desc.	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
D	Frm	0.4	2.8	-	3.9	-0.4	1.7	-	-	
CG	Frm	0.6	2.5	-	4.9	-0.6	2.0	-	-	
L	Frm	1.4	5.9	-	11.8	-1.4	4.7	-	-	
ASL^	Frm	1.6	0.2	-	4.4	-1.6	5.5	-	-	
^ASL	Frm	-0.1	5.7	-	7.4	0.1	-0.7	-	-	
S	Frm	0.6	2.5	-	4.9	-0.6	2.0	-	-	
W1>	Frm	8.0	-7.1	-	-23.3	4.8	-7.9	-	-	
<W1	Frm	-10.3	-18.8	-	-31.2	0.2	-13.5	-	-	
W2>	Frm	7.2	-0.9	-	-11.6	5.9	-3.1	-	-	
<W2	Frm	-11.1	-12.6	-	-19.4	1.2	-8.7	-	-	
CU	Frm	0.6	2.5	-	4.9	-0.6	2.0	-	-	
E>	Frm	1.0	0.4	-	-0.4	0.1	0.0	-	-	
EG+	Frm	0.0	0.2	-	0.3	-0.0	0.1	-	-	
<E	Frm	-1.0	-0.4	-	0.4	-0.1	-0.0	-	-	
EG-	Frm	-0.0	-0.2	-	-0.3	0.0	-0.1	-	-	
WPA1	Brc	0.9	-14.6	-	-28.8	-0.8	-11.6	-	-	
WPD1	Brc	1.6	-9.5	-	-17.9	-2.1	-7.4	-	-	
WPA2	Brc	0.1	-8.4	-	-17.0	0.2	-6.8	-	-	
WPD2	Brc	0.8	-3.3	-	-6.1	-1.1	-2.6	-	-	
WPB1	Brc	1.1	-18.2	-	-29.7	-0.7	-11.5	-	-	
WPC1	Brc	1.6	-11.0	-	-18.3	-2.1	-7.3	-	-	
WPB2	Brc	0.3	-12.1	-	-17.9	0.3	-6.7	-	-	
WPC2	Brc	0.8	-4.9	-	-6.5	-1.1	-2.5	-	-	
EB>	Brc	-	-	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: 5
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	5-A	5-F	5-M	 	 	
Ld	Description	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	(k)	(k)	 	 	
1	D + CG + L	2.4	11.2	-	20.6	-2.4	8.3	-	-	
2	D + CG + ASL^	2.5	5.5	-	13.2	-2.5	9.1	-	-	
3	D + CG + ^ASL	0.9	11.0	-	16.2	-0.9	2.9	-	-	
4	D + CG + S	1.6	7.7	-	13.7	-1.6	5.6	-	-	
7	D + CG + W1>	9.0	-1.8	-	-14.6	3.9	-4.3	-	-	
8	D + CG + <W1	-9.3	-13.5	-	-22.4	-0.8	-9.9	-	-	
9	D + CG + W2>	8.2	4.3	-	-2.8	4.9	0.5	-	-	
10	D + CG + <W2	-10.1	-7.4	-	-10.7	0.2	-5.0	-	-	
11	D + CU + W1>	8.6	-3.9	-	-18.1	4.3	-5.8	-	-	
12	D + CU + <W1	-9.7	-15.6	-	-26.0	-0.4	-11.3	-	-	
13	D + CU + W2>	7.8	2.2	-	-6.3	5.3	-0.9	-	-	
14	D + CU + <W2	-10.5	-9.5	-	-14.2	0.6	-6.5	-	-	
15	D + CG + E> + EG+	1.7	5.7	-	8.7	-1.0	3.7	-	-	
16	D + CG + <E + EG+	0.3	5.1	-	9.3	-1.1	3.7	-	-	
17	D + CU + E> + EG-	1.3	3.3	-	4.8	-0.5	2.1	-	-	
18	D + CU + <E + EG-	-0.1	2.7	-	5.3	-0.6	2.1	-	-	
19	D + CG + L + W1>	8.1	4.4	-	0.1	1.6	1.2	-	-	
20	D + CG + L + <W1	-5.7	-4.4	-	-5.8	-1.9	-3.0	-	-	
21	D + CG + L + W2>	7.5	9.0	-	9.0	2.3	4.8	-	-	
22	D + CG + L + <W2	-6.3	0.2	-	3.0	-1.1	0.7	-	-	
23	D + CG + S + W1>	7.4	1.8	-	-5.0	2.2	-0.9	-	-	
24	D + CG + S + <W1	-6.3	-7.0	-	-11.0	-1.3	-5.0	-	-	
25	D + CG + S + W2>	6.8	6.4	-	3.8	3.0	2.8	-	-	
26	D + CG + S + <W2	-6.9	-2.4	-	-2.1	-0.5	-1.4	-	-	
27	D + CG + WPA1	1.9	-9.3	-	-20.0	-1.8	-8.0	-	-	
28	D + CU + WPA1	1.5	-11.4	-	-23.5	-1.4	-9.5	-	-	
29	D + CG + L + WPA1	2.8	-1.2	-	-4.0	-2.6	-1.6	-	-	
30	D + CG + S + WPA1	2.1	-3.8	-	-9.1	-2.0	-3.6	-	-	
31	D + CG + WPD1	2.6	-4.3	-	-9.1	-3.1	-3.7	-	-	
32	D + CU + WPD1	2.2	-6.4	-	-12.6	-2.7	-5.2	-	-	
33	D + CG + L + WPD1	3.2	2.6	-	4.2	-3.6	1.6	-	-	
34	D + CG + S + WPD1	2.6	-0.0	-	-1.0	-3.0	-0.4	-	-	
35	D + CG + WPA2	1.1	-3.2	-	-8.2	-0.8	-3.2	-	-	
36	D + CU + WPA2	0.7	-5.3	-	-11.7	-0.4	-4.6	-	-	
37	D + CG + L + WPA2	2.1	3.4	-	4.9	-1.9	2.1	-	-	
38	D + CG + S + WPA2	1.5	0.8	-	-0.3	-1.3	-0.0	-	-	
39	D + CG + WPD2	1.8	1.9	-	2.7	-2.1	1.1	-	-	
40	D + CU + WPD2	1.4	-0.2	-	-0.8	-1.7	-0.4	-	-	
41	D + CG + L + WPD2	2.6	7.2	-	13.0	-2.9	5.2	-	-	
42	D + CG + S + WPD2	2.0	4.6	-	7.9	-2.2	3.2	-	-	
43	D + CG + WPB1	2.1	-13.0	-	-20.9	-1.7	-7.9	-	-	
44	D + CU + WPB1	1.7	-15.1	-	-24.4	-1.3	-9.4	-	-	
45	D + CG + L + WPB1	2.9	-4.0	-	-4.7	-2.6	-1.5	-	-	
46	D + CG + S + WPB1	2.2	-6.6	-	-9.8	-2.0	-3.6	-	-	
47	D + CG + WPC1	2.6	-5.8	-	-9.5	-3.1	-3.7	-	-	
48	D + CU + WPC1	2.2	-7.9	-	-13.0	-2.7	-5.2	-	-	
49	D + CG + L + WPC1	3.3	1.4	-	3.9	-3.6	1.7	-	-	
50	D + CG + S + WPC1	2.7	-1.2	-	-1.2	-3.0	-0.4	-	-	
51	D + CG + WPB2	1.3	-6.8	-	-9.1	-0.7	-3.1	-	-	
52	D + CU + WPB2	0.9	-8.9	-	-12.6	-0.3	-4.5	-	-	
53	D + CG + L + WPB2	2.3	0.7	-	4.2	-1.9	2.1	-	-	
54	D + CG + S + WPB2	1.6	-1.9	-	-1.0	-1.2	0.1	-	-	
55	D + CG + WPC2	1.8	0.4	-	2.3	-2.1	1.1	-	-	
56	D + CU + WPC2	1.4	-1.7	-	-1.2	-1.7	-0.3	-	-	
57	D + CG + L + WPC2	2.7	6.0	-	12.7	-2.9	5.3	-	-	
58	D + CG + S + WPC2	2.1	3.4	-	7.6	-2.2	3.2	-	-	
59	D + CG + EB> + EG+	1.0	5.4	-	9.0	-1.0	3.7	-	-	
60	D + CU + EB> + EG-	0.6	3.0	-	5.1	-0.6	2.1	-	-	
61	D + CG + <EB + EG+	1.0	5.4	-	9.0	-1.0	3.7	-	-	
62	D + CU + <EB + EG-	0.6	3.0	-	5.1	-0.6	2.1	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	5-A	10.5	14	9.0	7	-	-	-	-	15.6	12	11.2	1	-	-	-	-	
52/4/8  	5-F	-	-	-	-	-	-	-	-	26.0	12	20.6	1	-	-	-	-	
95/0/0  	5-M	3.6	33	5.3	13	-	-	-	-	11.3	12	9.1	2	-	-	-	-	

Wall: 2, Frame at: 40/4/0
Frame ID:CB1 interior fr.	Frame Type:Continuous Beam	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: 4
Type	 Exterior Column	 Interior Column	 Exterior Column	 	 	
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	4-A	4-F	4-M	 	 	
Base Plate W x L (in.)	8 x 13	8 x 10	8 x 13	 	 	
Base Plate Thickness (in.)	0.375	0.375	0.375	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	4 - 0.750	4 - 0.750	 	 	
Column Base Elev.	100'-0"	100'-0"	100'-0"	 	 	
Load Type	Desc.	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
D	Frm	0.3	2.5	-	3.9	-0.3	1.5	-	-	
CG	Frm	0.5	2.4	-	5.0	-0.5	1.8	-	-	
L	Frm	1.1	5.7	-	12.1	-1.1	4.4	-	-	
ASL^	Frm	1.2	-0.1	-	5.1	-1.2	5.0	-	-	
^ASL	Frm	-0.1	5.8	-	7.0	0.1	-0.6	-	-	
S	Frm	0.5	2.4	-	5.0	-0.5	1.8	-	-	
W1>	Frm	7.3	-6.3	-	-21.3	3.5	-6.8	-	-	
<W1	Frm	-7.9	-15.5	-	-27.8	-0.6	-10.9	-	-	
W2>	Frm	6.2	-0.3	-	-9.3	4.8	-2.2	-	-	
<W2	Frm	-8.9	-9.6	-	-15.8	0.6	-6.4	-	-	
CU	Frm	0.5	2.4	-	5.0	-0.5	1.8	-	-	
E>	Frm	1.0	0.4	-	-0.4	0.1	0.0	-	-	
EG+	Frm	0.0	0.2	-	0.3	-0.0	0.1	-	-	
<E	Frm	-1.0	-0.4	-	0.4	-0.1	-0.0	-	-	
EG-	Frm	-0.0	-0.2	-	-0.3	0.0	-0.1	-	-	
WPA1	Brc	1.6	-13.4	-	-28.0	-1.6	-10.5	-	-	
WPD1	Brc	1.9	-9.7	-	-19.6	-2.3	-7.5	-	-	
WPA2	Brc	0.6	-7.5	-	-16.0	-0.3	-5.9	-	-	
WPD2	Brc	0.8	-3.8	-	-7.6	-1.1	-2.9	-	-	
WPB1	Brc	1.8	-16.7	-	-28.8	-1.6	-10.4	-	-	
WPC1	Brc	2.0	-11.5	-	-20.0	-2.3	-7.4	-	-	
WPB2	Brc	0.7	-10.8	-	-16.8	-0.3	-5.8	-	-	
WPC2	Brc	0.9	-5.6	-	-8.0	-1.1	-2.9	-	-	
EB>	Brc	-	-	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: 4
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	4-A	4-F	4-M	 	 	
Ld	Description	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	(k)	(k)	 	 	
1	D + CG + L	1.9	10.5	-	21.0	-1.9	7.8	-	-	
2	D + CG + ASL^	2.0	4.7	-	14.1	-2.0	8.3	-	-	
3	D + CG + ^ASL	0.6	10.7	-	16.0	-0.6	2.8	-	-	
4	D + CG + S	1.2	7.2	-	14.0	-1.2	5.2	-	-	
7	D + CG + W1>	8.0	-1.4	-	-12.3	2.7	-3.4	-	-	
8	D + CG + <W1	-7.1	-10.7	-	-18.9	-1.4	-7.6	-	-	
9	D + CG + W2>	7.0	4.5	-	-0.3	4.0	1.1	-	-	
10	D + CG + <W2	-8.2	-4.8	-	-6.9	-0.1	-3.0	-	-	
11	D + CU + W1>	7.7	-3.3	-	-15.9	3.0	-4.8	-	-	
12	D + CU + <W1	-7.4	-12.6	-	-22.5	-1.1	-8.9	-	-	
13	D + CU + W2>	6.7	2.6	-	-3.9	4.3	-0.2	-	-	
14	D + CU + <W2	-8.5	-6.7	-	-10.4	0.2	-4.4	-	-	
15	D + CG + E> + EG+	1.5	5.3	-	8.9	-0.7	3.5	-	-	
16	D + CG + <E + EG+	0.1	4.7	-	9.5	-0.8	3.4	-	-	
17	D + CU + E> + EG-	1.1	3.1	-	4.9	-0.4	2.0	-	-	
18	D + CU + <E + EG-	-0.3	2.5	-	5.4	-0.5	1.9	-	-	
19	D + CG + L + W1>	7.0	4.4	-	2.0	1.0	1.6	-	-	
20	D + CG + L + <W1	-4.3	-2.5	-	-2.9	-2.1	-1.5	-	-	
21	D + CG + L + W2>	6.2	8.9	-	11.1	2.0	5.0	-	-	
22	D + CG + L + <W2	-5.1	1.9	-	6.2	-1.1	1.9	-	-	
23	D + CG + S + W1>	6.6	1.9	-	-3.2	1.5	-0.3	-	-	
24	D + CG + S + <W1	-4.8	-5.0	-	-8.1	-1.6	-3.5	-	-	
25	D + CG + S + W2>	5.8	6.4	-	5.8	2.5	3.1	-	-	
26	D + CG + S + <W2	-5.6	-0.6	-	0.9	-0.6	-0.0	-	-	
27	D + CG + WPA1	2.4	-8.5	-	-19.0	-2.3	-7.1	-	-	
28	D + CU + WPA1	2.1	-10.4	-	-22.6	-2.0	-8.4	-	-	
29	D + CG + L + WPA1	2.8	-0.9	-	-3.0	-2.8	-1.2	-	-	
30	D + CG + S + WPA1	2.3	-3.4	-	-8.3	-2.3	-3.1	-	-	
31	D + CG + WPD1	2.7	-4.9	-	-10.7	-3.1	-4.1	-	-	
32	D + CU + WPD1	2.4	-6.8	-	-14.2	-2.8	-5.5	-	-	
33	D + CG + L + WPD1	3.0	1.8	-	3.3	-3.3	1.1	-	-	
34	D + CG + S + WPD1	2.5	-0.7	-	-2.0	-2.9	-0.9	-	-	
35	D + CG + WPA2	1.3	-2.6	-	-7.0	-1.1	-2.5	-	-	
36	D + CU + WPA2	1.0	-4.5	-	-10.6	-0.8	-3.9	-	-	
37	D + CG + L + WPA2	2.0	3.5	-	6.0	-1.8	2.2	-	-	
38	D + CG + S + WPA2	1.5	1.0	-	0.7	-1.3	0.3	-	-	
39	D + CG + WPD2	1.6	1.0	-	1.4	-1.8	0.5	-	-	
40	D + CU + WPD2	1.3	-0.9	-	-2.2	-1.5	-0.9	-	-	
41	D + CG + L + WPD2	2.2	6.2	-	12.3	-2.4	4.5	-	-	
42	D + CG + S + WPD2	1.7	3.8	-	7.0	-1.9	2.6	-	-	
43	D + CG + WPB1	2.5	-11.8	-	-19.8	-2.3	-7.0	-	-	
44	D + CU + WPB1	2.2	-13.8	-	-23.4	-2.0	-8.4	-	-	
45	D + CG + L + WPB1	2.9	-3.4	-	-3.6	-2.7	-1.1	-	-	
46	D + CG + S + WPB1	2.4	-5.9	-	-8.9	-2.3	-3.1	-	-	
47	D + CG + WPC1	2.8	-6.6	-	-11.1	-3.1	-4.1	-	-	
48	D + CU + WPC1	2.4	-8.6	-	-14.7	-2.8	-5.4	-	-	
49	D + CG + L + WPC1	3.1	0.5	-	3.0	-3.3	1.1	-	-	
50	D + CG + S + WPC1	2.6	-2.0	-	-2.3	-2.8	-0.8	-	-	
51	D + CG + WPB2	1.5	-5.9	-	-7.8	-1.0	-2.5	-	-	
52	D + CU + WPB2	1.2	-7.9	-	-11.4	-0.7	-3.8	-	-	
53	D + CG + L + WPB2	2.1	1.0	-	5.4	-1.8	2.3	-	-	
54	D + CG + S + WPB2	1.6	-1.5	-	0.2	-1.3	0.4	-	-	
55	D + CG + WPC2	1.7	-0.7	-	0.9	-1.8	0.5	-	-	
56	D + CU + WPC2	1.4	-2.7	-	-2.6	-1.5	-0.9	-	-	
57	D + CG + L + WPC2	2.3	4.9	-	12.0	-2.4	4.5	-	-	
58	D + CG + S + WPC2	1.8	2.4	-	6.7	-1.9	2.6	-	-	
59	D + CG + EB> + EG+	0.8	5.0	-	9.2	-0.8	3.5	-	-	
60	D + CU + EB> + EG-	0.4	2.8	-	5.2	-0.4	1.9	-	-	
61	D + CG + <EB + EG+	0.8	5.0	-	9.2	-0.8	3.5	-	-	
62	D + CU + <EB + EG-	0.4	2.8	-	5.2	-0.4	1.9	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	4-A	8.5	14	8.0	7	-	-	-	-	13.8	44	10.7	3	-	-	-	-	
52/4/8  	4-F	-	-	-	-	-	-	-	-	23.4	44	21.0	1	-	-	-	-	
95/0/0  	4-M	3.3	33	4.3	13	-	-	-	-	8.9	12	8.3	2	-	-	-	-	
 	 	
Bracing
X-Loc	Grid	Description	
0/0/0  	A-4	Portal Frame is next to column. See portal frame section for reactions	
95/0/0  	M-4	Portal Frame is next to column. See portal frame section for reactions	

Wall: 2, Frame at: 59/8/0
Frame ID:CB1 interior fr.	Frame Type:Continuous Beam	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: 3
Type	 Exterior Column	 Interior Column	 Exterior Column	 	 	
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	3-A	3-F	3-M	 	 	
Base Plate W x L (in.)	8 x 13	8 x 10	8 x 13	 	 	
Base Plate Thickness (in.)	0.375	0.375	0.375	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	4 - 0.750	4 - 0.750	 	 	
Column Base Elev.	100'-0"	100'-0"	100'-0"	 	 	
Load Type	Desc.	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
D	Frm	0.4	2.8	-	3.8	-0.4	1.7	-	-	
CG	Frm	0.7	2.6	-	4.9	-0.7	2.1	-	-	
L	Frm	1.6	6.2	-	11.8	-1.6	5.0	-	-	
ASL^	Frm	1.7	0.3	-	4.4	-1.7	5.6	-	-	
^ASL	Frm	-0.1	6.0	-	7.4	0.1	-0.7	-	-	
S	Frm	0.7	2.6	-	4.9	-0.7	2.1	-	-	
W1>	Frm	6.8	-7.0	-	-21.1	4.4	-7.7	-	-	
<W1	Frm	-9.2	-17.0	-	-27.3	0.4	-12.3	-	-	
W2>	Frm	6.1	-0.6	-	-9.2	5.3	-2.6	-	-	
<W2	Frm	-9.9	-10.5	-	-15.4	1.3	-7.2	-	-	
CU	Frm	0.7	2.6	-	4.9	-0.7	2.1	-	-	
E>	Frm	1.0	0.4	-	-0.4	0.1	0.0	-	-	
EG+	Frm	0.0	0.2	-	0.3	-0.0	0.1	-	-	
<E	Frm	-1.0	-0.4	-	0.4	-0.1	-0.0	-	-	
EG-	Frm	-0.0	-0.2	-	-0.3	0.0	-0.1	-	-	
WPA1	Brc	1.3	-10.6	-	-19.3	-1.8	-8.3	-	-	
WPD1	Brc	0.7	-14.6	-	-27.7	-0.7	-11.7	-	-	
WPA2	Brc	0.6	-4.1	-	-7.5	-0.9	-3.2	-	-	
WPD2	Brc	0.0	-8.2	-	-15.8	0.2	-6.6	-	-	
WPB1	Brc	1.4	-12.4	-	-19.8	-1.8	-8.3	-	-	
WPC1	Brc	0.9	-18.1	-	-28.5	-0.6	-11.7	-	-	
WPB2	Brc	0.7	-6.0	-	-7.9	-0.9	-3.2	-	-	
WPC2	Brc	0.2	-11.7	-	-16.6	0.3	-6.6	-	-	
EB>	Brc	-	-	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: 3
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	3-A	3-F	3-M	 	 	
Ld	Description	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	(k)	(k)	 	 	
1	D + CG + L	2.7	11.7	-	20.6	-2.7	8.8	-	-	
2	D + CG + ASL^	2.8	5.7	-	13.2	-2.8	9.4	-	-	
3	D + CG + ^ASL	1.0	11.4	-	16.2	-1.0	3.1	-	-	
4	D + CG + S	1.8	8.0	-	13.7	-1.8	5.9	-	-	
7	D + CG + W1>	7.9	-1.6	-	-12.3	3.3	-3.9	-	-	
8	D + CG + <W1	-8.1	-11.5	-	-18.5	-0.7	-8.5	-	-	
9	D + CG + W2>	7.2	4.9	-	-0.4	4.2	1.2	-	-	
10	D + CG + <W2	-8.8	-5.1	-	-6.6	0.2	-3.4	-	-	
11	D + CU + W1>	7.5	-3.8	-	-15.8	3.7	-5.4	-	-	
12	D + CU + <W1	-8.5	-13.7	-	-22.0	-0.3	-10.0	-	-	
13	D + CU + W2>	6.8	2.7	-	-3.9	4.6	-0.3	-	-	
14	D + CU + <W2	-9.3	-7.3	-	-10.1	0.6	-4.9	-	-	
15	D + CG + E> + EG+	1.9	5.9	-	8.7	-1.1	3.9	-	-	
16	D + CG + <E + EG+	0.4	5.2	-	9.3	-1.2	3.9	-	-	
17	D + CU + E> + EG-	1.4	3.5	-	4.7	-0.6	2.2	-	-	
18	D + CU + <E + EG-	-0.1	2.8	-	5.3	-0.7	2.2	-	-	
19	D + CG + L + W1>	7.4	4.8	-	1.8	1.0	1.8	-	-	
20	D + CG + L + <W1	-4.6	-2.6	-	-2.8	-2.0	-1.7	-	-	
21	D + CG + L + W2>	6.9	9.7	-	10.7	1.7	5.6	-	-	
22	D + CG + L + <W2	-5.1	2.2	-	6.1	-1.3	2.1	-	-	
23	D + CG + S + W1>	6.7	2.1	-	-3.3	1.7	-0.4	-	-	
24	D + CG + S + <W1	-5.3	-5.3	-	-8.0	-1.3	-3.9	-	-	
25	D + CG + S + W2>	6.2	7.0	-	5.6	2.4	3.4	-	-	
26	D + CG + S + <W2	-5.8	-0.5	-	0.9	-0.6	-0.1	-	-	
27	D + CG + WPA1	2.5	-5.1	-	-10.6	-2.9	-4.5	-	-	
28	D + CU + WPA1	2.0	-7.3	-	-14.1	-2.4	-6.0	-	-	
29	D + CG + L + WPA1	3.3	2.2	-	3.1	-3.6	1.3	-	-	
30	D + CG + S + WPA1	2.6	-0.6	-	-2.0	-2.9	-0.9	-	-	
31	D + CG + WPD1	1.9	-9.2	-	-18.9	-1.8	-7.9	-	-	
32	D + CU + WPD1	1.4	-11.4	-	-22.4	-1.3	-9.4	-	-	
33	D + CG + L + WPD1	2.9	-0.9	-	-3.1	-2.8	-1.3	-	-	
34	D + CG + S + WPD1	2.2	-3.6	-	-8.3	-2.1	-3.4	-	-	
35	D + CG + WPA2	1.7	1.3	-	1.3	-2.0	0.6	-	-	
36	D + CU + WPA2	1.3	-0.9	-	-2.2	-1.5	-0.9	-	-	
37	D + CG + L + WPA2	2.8	7.0	-	12.0	-3.0	5.1	-	-	
38	D + CG + S + WPA2	2.1	4.3	-	6.9	-2.3	2.9	-	-	
39	D + CG + WPD2	1.1	-2.8	-	-7.0	-0.9	-2.8	-	-	
40	D + CU + WPD2	0.7	-4.9	-	-10.5	-0.4	-4.4	-	-	
41	D + CG + L + WPD2	2.3	4.0	-	5.8	-2.1	2.6	-	-	
42	D + CG + S + WPD2	1.6	1.2	-	0.6	-1.4	0.4	-	-	
43	D + CG + WPB1	2.5	-7.0	-	-11.0	-2.9	-4.5	-	-	
44	D + CU + WPB1	2.1	-9.2	-	-14.5	-2.4	-6.0	-	-	
45	D + CG + L + WPB1	3.4	0.8	-	2.8	-3.6	1.3	-	-	
46	D + CG + S + WPB1	2.7	-1.9	-	-2.4	-2.9	-0.8	-	-	
47	D + CG + WPC1	2.0	-12.7	-	-19.7	-1.7	-7.9	-	-	
48	D + CU + WPC1	1.6	-14.9	-	-23.2	-1.3	-9.4	-	-	
49	D + CG + L + WPC1	3.0	-3.5	-	-3.7	-2.8	-1.2	-	-	
50	D + CG + S + WPC1	2.3	-6.2	-	-8.9	-2.1	-3.4	-	-	
51	D + CG + WPB2	1.8	-0.5	-	0.9	-2.0	0.6	-	-	
52	D + CU + WPB2	1.4	-2.7	-	-2.6	-1.5	-0.9	-	-	
53	D + CG + L + WPB2	2.8	5.6	-	11.7	-2.9	5.1	-	-	
54	D + CG + S + WPB2	2.1	2.9	-	6.5	-2.2	3.0	-	-	
55	D + CG + WPC2	1.3	-6.3	-	-7.9	-0.8	-2.8	-	-	
56	D + CU + WPC2	0.8	-8.4	-	-11.4	-0.4	-4.3	-	-	
57	D + CG + L + WPC2	2.4	1.3	-	5.2	-2.1	2.6	-	-	
58	D + CG + S + WPC2	1.7	-1.4	-	-0.0	-1.4	0.4	-	-	
59	D + CG + EB> + EG+	1.1	5.6	-	9.0	-1.1	3.9	-	-	
60	D + CU + EB> + EG-	0.6	3.1	-	5.0	-0.6	2.2	-	-	
61	D + CG + <EB + EG+	1.1	5.6	-	9.0	-1.1	3.9	-	-	
62	D + CU + <EB + EG-	0.6	3.1	-	5.0	-0.6	2.2	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	3-A	9.3	14	7.9	7	-	-	-	-	14.9	48	11.7	1	-	-	-	-	
52/4/8  	3-F	-	-	-	-	-	-	-	-	23.2	48	20.6	1	-	-	-	-	
95/0/0  	3-M	3.6	29	4.6	13	-	-	-	-	10.0	12	9.4	2	-	-	-	-	
 	 	
Bracing
X-Loc	Grid	Description	
0/0/0  	A-3	Portal Frame is next to column. See portal frame section for reactions	
95/0/0  	M-3	Portal Frame is next to column. See portal frame section for reactions	

Wall: 2, Frame at: 80/9/0
Frame ID:CB1 interior fr.	Frame Type:Continuous Beam	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: 2
Type	 Exterior Column	 Interior Column	 Exterior Column	 	 	
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	2-A	2-F	2-M	 	 	
Base Plate W x L (in.)	8 x 13	8 x 10	8 x 13	 	 	
Base Plate Thickness (in.)	0.375	0.375	0.375	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	4 - 0.750	4 - 0.750	 	 	
Column Base Elev.	100'-0"	100'-0"	100'-0"	 	 	
Load Type	Desc.	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
D	Frm	0.4	2.8	-	3.9	-0.4	1.7	-	-	
CG	Frm	0.6	2.5	-	4.9	-0.6	2.0	-	-	
L	Frm	1.5	6.0	-	11.6	-1.5	4.8	-	-	
ASL^	Frm	1.6	0.3	-	4.3	-1.6	5.5	-	-	
^ASL	Frm	-0.1	5.7	-	7.4	0.1	-0.7	-	-	
S	Frm	0.6	2.5	-	4.9	-0.6	2.0	-	-	
W1>	Frm	7.6	-7.4	-	-23.2	5.1	-8.1	-	-	
<W1	Frm	-11.2	-19.4	-	-31.0	0.4	-13.8	-	-	
W2>	Frm	7.1	-1.1	-	-11.6	6.0	-3.2	-	-	
<W2	Frm	-11.8	-13.1	-	-19.5	1.4	-8.9	-	-	
CU	Frm	0.6	2.5	-	4.9	-0.6	2.0	-	-	
E>	Frm	1.0	0.4	-	-0.4	0.1	0.0	-	-	
EG+	Frm	0.0	0.2	-	0.3	-0.0	0.1	-	-	
<E	Frm	-1.0	-0.4	-	0.4	-0.1	-0.0	-	-	
EG-	Frm	-0.0	-0.2	-	-0.3	0.0	-0.1	-	-	
WPA1	Brc	1.2	-9.7	-	-17.6	-2.0	-7.5	-	-	
WPD1	Brc	0.3	-14.9	-	-28.3	-0.6	-11.8	-	-	
WPA2	Brc	0.6	-3.4	-	-6.0	-1.0	-2.6	-	-	
WPD2	Brc	-0.3	-8.6	-	-16.7	0.3	-6.9	-	-	
WPB1	Brc	1.2	-11.3	-	-18.0	-2.0	-7.4	-	-	
WPC1	Brc	0.4	-18.6	-	-29.2	-0.6	-11.7	-	-	
WPB2	Brc	0.7	-5.0	-	-6.4	-1.0	-2.5	-	-	
WPC2	Brc	-0.1	-12.3	-	-17.6	0.4	-6.8	-	-	
EB>	Brc	-	-	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: 2
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	52/4/8	95/0/0	 	 	
Grid1 - Grid2	2-A	2-F	2-M	 	 	
Ld	Description	Hx	Vy	Hx	Vy	Hx	Vy	 	 	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	(k)	(k)	 	 	
1	D + CG + L	2.6	11.3	-	20.3	-2.6	8.4	-	-	
2	D + CG + ASL^	2.7	5.6	-	13.0	-2.7	9.2	-	-	
3	D + CG + ^ASL	0.9	11.0	-	16.1	-0.9	2.9	-	-	
4	D + CG + S	1.7	7.8	-	13.6	-1.7	5.7	-	-	
7	D + CG + W1>	8.7	-2.1	-	-14.5	4.0	-4.4	-	-	
8	D + CG + <W1	-10.2	-14.1	-	-22.3	-0.6	-10.1	-	-	
9	D + CG + W2>	8.1	4.2	-	-2.9	4.9	0.4	-	-	
10	D + CG + <W2	-10.7	-7.8	-	-10.7	0.3	-5.2	-	-	
11	D + CU + W1>	8.3	-4.2	-	-17.9	4.4	-5.9	-	-	
12	D + CU + <W1	-10.6	-16.2	-	-25.8	-0.2	-11.6	-	-	
13	D + CU + W2>	7.7	2.1	-	-6.4	5.4	-1.0	-	-	
14	D + CU + <W2	-11.1	-9.9	-	-14.2	0.7	-6.7	-	-	
15	D + CG + E> + EG+	1.8	5.7	-	8.6	-1.0	3.8	-	-	
16	D + CG + <E + EG+	0.4	5.1	-	9.2	-1.1	3.8	-	-	
17	D + CU + E> + EG-	1.3	3.4	-	4.7	-0.5	2.1	-	-	
18	D + CU + <E + EG-	-0.1	2.8	-	5.3	-0.7	2.1	-	-	
19	D + CG + L + W1>	7.9	4.3	-	0.1	1.6	1.2	-	-	
20	D + CG + L + <W1	-6.2	-4.7	-	-5.8	-1.8	-3.1	-	-	
21	D + CG + L + W2>	7.5	9.0	-	8.8	2.3	4.8	-	-	
22	D + CG + L + <W2	-6.6	-0.0	-	2.8	-1.1	0.6	-	-	
23	D + CG + S + W1>	7.2	1.6	-	-5.0	2.3	-0.9	-	-	
24	D + CG + S + <W1	-6.9	-7.4	-	-10.9	-1.2	-5.2	-	-	
25	D + CG + S + W2>	6.8	6.4	-	3.7	3.0	2.7	-	-	
26	D + CG + S + <W2	-7.3	-2.6	-	-2.2	-0.5	-1.5	-	-	
27	D + CG + WPA1	2.2	-4.4	-	-8.9	-3.0	-3.8	-	-	
28	D + CU + WPA1	1.8	-6.5	-	-12.4	-2.6	-5.3	-	-	
29	D + CG + L + WPA1	3.1	2.5	-	4.2	-3.7	1.7	-	-	
30	D + CG + S + WPA1	2.4	-0.1	-	-0.9	-3.0	-0.4	-	-	
31	D + CG + WPD1	1.3	-9.6	-	-19.6	-1.6	-8.1	-	-	
32	D + CU + WPD1	0.9	-11.7	-	-23.1	-1.2	-9.6	-	-	
33	D + CG + L + WPD1	2.4	-1.4	-	-3.8	-2.6	-1.6	-	-	
34	D + CG + S + WPD1	1.7	-4.0	-	-8.9	-2.0	-3.7	-	-	
35	D + CG + WPA2	1.7	1.9	-	2.7	-2.1	1.1	-	-	
36	D + CU + WPA2	1.3	-0.2	-	-0.8	-1.7	-0.4	-	-	
37	D + CG + L + WPA2	2.6	7.2	-	12.9	-3.0	5.3	-	-	
38	D + CG + S + WPA2	2.0	4.6	-	7.8	-2.3	3.2	-	-	
39	D + CG + WPD2	0.8	-3.3	-	-8.0	-0.7	-3.2	-	-	
40	D + CU + WPD2	0.4	-5.5	-	-11.5	-0.3	-4.7	-	-	
41	D + CG + L + WPD2	2.0	3.3	-	4.9	-1.9	2.1	-	-	
42	D + CG + S + WPD2	1.3	0.7	-	-0.2	-1.3	0.0	-	-	
43	D + CG + WPB1	2.3	-6.0	-	-9.3	-3.0	-3.7	-	-	
44	D + CU + WPB1	1.9	-8.1	-	-12.8	-2.6	-5.2	-	-	
45	D + CG + L + WPB1	3.1	1.4	-	4.0	-3.7	1.7	-	-	
46	D + CG + S + WPB1	2.4	-1.3	-	-1.1	-3.0	-0.4	-	-	
47	D + CG + WPC1	1.5	-13.3	-	-20.5	-1.6	-8.0	-	-	
48	D + CU + WPC1	1.1	-15.4	-	-24.0	-1.2	-9.5	-	-	
49	D + CG + L + WPC1	2.5	-4.1	-	-4.5	-2.6	-1.5	-	-	
50	D + CG + S + WPC1	1.8	-6.7	-	-9.6	-1.9	-3.6	-	-	
51	D + CG + WPB2	1.7	0.3	-	2.3	-2.1	1.1	-	-	
52	D + CU + WPB2	1.3	-1.8	-	-1.2	-1.7	-0.3	-	-	
53	D + CG + L + WPB2	2.7	6.1	-	12.6	-3.0	5.3	-	-	
54	D + CG + S + WPB2	2.0	3.5	-	7.6	-2.3	3.3	-	-	
55	D + CG + WPC2	0.9	-7.0	-	-8.9	-0.7	-3.1	-	-	
56	D + CU + WPC2	0.5	-9.1	-	-12.4	-0.3	-4.6	-	-	
57	D + CG + L + WPC2	2.1	0.6	-	4.2	-1.9	2.2	-	-	
58	D + CG + S + WPC2	1.4	-2.0	-	-0.9	-1.2	0.1	-	-	
59	D + CG + EB> + EG+	1.1	5.4	-	8.9	-1.1	3.8	-	-	
60	D + CU + EB> + EG-	0.6	3.1	-	5.0	-0.6	2.1	-	-	
61	D + CG + <EB + EG+	1.1	5.4	-	8.9	-1.1	3.8	-	-	
62	D + CU + <EB + EG-	0.6	3.1	-	5.0	-0.6	2.1	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	2-A	11.1	14	8.7	7	-	-	-	-	16.2	12	11.3	1	-	-	-	-	
52/4/8  	2-F	-	-	-	-	-	-	-	-	25.8	12	20.3	1	-	-	-	-	
95/0/0  	2-M	3.7	29	5.4	13	-	-	-	-	11.6	12	9.2	2	-	-	-	-	

Wall: 2, Frame at: 99/0/0
Design Load Combinations - Framing
No.	Origin	Factor	Application	Description	
1	System	1.000	1.0 D + 1.0 CG + 1.0 L	D + CG + L	
2	System	1.000	1.0 D + 1.0 CG + 1.0 ASL^	D + CG + ASL^	
3	System	1.000	1.0 D + 1.0 CG + 1.0 ^ASL	D + CG + ^ASL	
8	System	1.000	1.0 D + 1.0 CG + 1.0 S	D + CG + S	
17	System	1.000	1.0 D + 1.0 CG + 1.0 W1>	D + CG + W1>	
18	System	1.000	1.0 D + 1.0 CG + 1.0 <W1	D + CG + <W1	
19	System	1.000	1.0 D + 1.0 CG + 1.0 W2>	D + CG + W2>	
20	System	1.000	1.0 D + 1.0 CG + 1.0 <W2	D + CG + <W2	
21	System	1.000	0.600 D + 0.600 CU + 1.0 W1>	D + CU + W1>	
22	System	1.000	0.600 D + 0.600 CU + 1.0 <W1	D + CU + <W1	
23	System	1.000	0.600 D + 0.600 CU + 1.0 W2>	D + CU + W2>	
24	System	1.000	0.600 D + 0.600 CU + 1.0 <W2	D + CU + <W2	
25	System	1.000	1.0 D + 1.0 CG + 0.700 E> + 0.700 EG+	D + CG + E> + EG+	
26	System	1.000	1.0 D + 1.0 CG + 0.700 <E + 0.700 EG+	D + CG + <E + EG+	
27	System	1.000	0.600 D + 0.600 CU + 0.700 E> + 0.700 EG-	D + CU + E> + EG-	
28	System	1.000	0.600 D + 0.600 CU + 0.700 <E + 0.700 EG-	D + CU + <E + EG-	
29	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W1>	D + CG + L + W1>	
30	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W1	D + CG + L + <W1	
31	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 W2>	D + CG + L + W2>	
32	System	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 <W2	D + CG + L + <W2	
33	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W1>	D + CG + S + W1>	
34	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W1	D + CG + S + <W1	
35	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 W2>	D + CG + S + W2>	
36	System	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 <W2	D + CG + S + <W2	
37	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA1	D + CG + WPA1	
38	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA1	D + CU + WPA1	
39	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA1	D + CG + L + WPA1	
40	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA1	D + CG + S + WPA1	
41	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD1	D + CG + WPD1	
42	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD1	D + CU + WPD1	
43	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD1	D + CG + L + WPD1	
44	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD1	D + CG + S + WPD1	
45	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPA2	D + CG + WPA2	
46	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPA2	D + CU + WPA2	
47	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPA2	D + CG + L + WPA2	
48	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPA2	D + CG + S + WPA2	
49	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPD2	D + CG + WPD2	
50	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPD2	D + CU + WPD2	
51	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPD2	D + CG + L + WPD2	
52	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPD2	D + CG + S + WPD2	
53	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB1	D + CG + WPB1	
54	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB1	D + CU + WPB1	
55	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB1	D + CG + L + WPB1	
56	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB1	D + CG + S + WPB1	
57	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC1	D + CG + WPC1	
58	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC1	D + CU + WPC1	
59	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC1	D + CG + L + WPC1	
60	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC1	D + CG + S + WPC1	
61	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPB2	D + CG + WPB2	
62	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPB2	D + CU + WPB2	
63	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPB2	D + CG + L + WPB2	
64	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPB2	D + CG + S + WPB2	
65	System Derived	1.000	1.0 D + 1.0 CG + 1.0 WPC2	D + CG + WPC2	
66	System Derived	1.000	0.600 D + 0.600 CU + 1.0 WPC2	D + CU + WPC2	
67	System Derived	1.000	1.0 D + 1.0 CG + 0.750 L + 0.750 WPC2	D + CG + L + WPC2	
68	System Derived	1.000	1.0 D + 1.0 CG + 0.750 S + 0.750 WPC2	D + CG + S + WPC2	
69	System Derived	1.000	1.0 D + 1.0 CG + 0.700 EB> + 0.700 EG+	D + CG + EB> + EG+	
70	System Derived	1.000	0.600 D + 0.600 CU + 0.700 EB> + 0.700 EG-	D + CU + EB> + EG-	
71	System Derived	1.000	1.0 D + 1.0 CG + 0.700 <EB + 0.700 EG+	D + CG + <EB + EG+	
72	System Derived	1.000	0.600 D + 0.600 CU + 0.700 <EB + 0.700 EG-	D + CU + <EB + EG-	

Wall: 2, Frame at: 99/0/0
Frame ID:Left EW Post and beam	Frame Type:Post & Beam	

Values shown are resisting forces of the foundation.
Reactions - Unfactored Load Type at Frame Cross Section: 1
Type	 Exterior Column	 Interior Column	 Interior Column	 Interior Column	 Interior Column	
X-Loc	0/0/0	12/0/0	34/6/0	52/6/0	72/6/0	
Grid1 - Grid2	1-A	1-B	1-D	1-G	1-K	
Base Plate W x L (in.)	8 x 10	8 x 11	8 x 13	8 x 13	8 x 16	
Base Plate Thickness (in.)	0.375	0.375	0.375	0.375	0.375	
Anchor Rod Qty/Diam.  (in.)	2 - 0.750	2 - 0.750	4 - 0.750	4 - 0.750	4 - 0.750	
Column Base Elev.	100'-0"	100'-0"	100'-0"	100'-0"	100'-0"	
Load Type	Desc.	Hx	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	
D	Frm	-	0.2	-	-	0.9	-	-	1.0	-	-	0.8	-	-	1.2	
CG	Frm	-	0.2	-	-	1.0	-	-	1.1	-	-	0.9	-	-	1.2	
L	Frm	-	0.7	-	-	3.9	-	-	4.3	-	-	3.4	-	-	4.8	
ASL^	Frm	-	-0.6	-	-	3.0	-	-	2.2	-	-	1.8	-	-	2.3	
^ASL	Frm	-	1.3	-	-	0.9	-	-	2.1	-	-	1.6	-	-	2.5	
S	Frm	-	0.2	-	-	1.0	-	-	1.1	-	-	0.9	-	-	1.2	
W1>	Frm	2.0	-0.9	-	5.3	-4.7	-	6.4	-5.2	-	6.2	-4.1	-	7.1	-5.8	
<W1	Frm	-1.4	-1.5	-	-4.7	-8.3	-	-5.7	-9.2	-	-5.6	-7.2	-	-6.4	-10.3	
W2>	Frm	0.8	-0.5	-	-	-2.3	-	-	-2.6	-	-	-2.0	-	-	-2.9	
<W2	Frm	-2.6	-1.0	-	-	-5.9	-	-	-6.6	-	-	-5.1	-	-	-7.3	
CU	Frm	-	0.2	-	-	1.0	-	-	1.1	-	-	0.9	-	-	1.2	
E>	Frm	-	-	-	0.0	-	-	0.0	-	-	0.0	-	-	0.0	-	
EG+	Frm	-	0.0	-	-	0.1	-	-	0.1	-	-	0.1	-	-	0.1	
<E	Frm	-	-	-	-0.0	-	-	-0.0	-	-	-0.0	-	-	-0.0	-	
EG-	Frm	-	-0.0	-	-	-0.1	-	-	-0.1	-	-	-0.1	-	-	-0.1	
WPA1	Brc	2.1	-0.8	-	-	-3.7	-	-	-4.1	-	-	-3.2	-	-	-4.6	
WPD1	Brc	2.1	-1.1	-	-	-5.8	-	-	-6.4	-	-	-5.0	-	-	-7.2	
WPA2	Brc	0.9	-0.3	-	-	-1.3	-	-	-1.4	-	-	-1.1	-	-	-1.6	
WPD2	Brc	0.9	-0.7	-	-	-3.4	-	-	-3.8	-	-	-3.0	-	-	-4.2	
WPB1	Brc	2.1	-1.0	-	-	-4.3	-	-	-4.1	-	-	-3.2	-	-	-4.6	
WPC1	Brc	2.1	-1.8	-	-	-7.4	-	-	-6.5	-	-	-5.0	-	-	-7.2	
WPB2	Brc	0.9	-0.6	-	-	-1.9	-	-	-1.4	-	-	-1.1	-	-	-1.6	
WPC2	Brc	0.9	-1.4	-	-	-5.0	-	-	-3.8	-	-	-2.9	-	-	-4.2	
EB>	Brc	-	-	-	-	-	-	-	-	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	-	-	-	-	-	-	-	-	

Type	 Exterior Column	 	 	 	 	
X-Loc	95/0/0	 	 	 	 	
Grid1 - Grid2	1-M	 	 	 	 	
Base Plate W x L (in.)	8 x 16	 	 	 	 	
Base Plate Thickness (in.)	0.375	 	 	 	 	
Anchor Rod Qty/Diam.  (in.)	4 - 0.750	 	 	 	 	
Column Base Elev.	100'-0"	 	 	 	 	
Load Type	Desc.	Hx	Vy	 	 	 	 	
D	Frm	-	0.7	-	-	-	-	
CG	Frm	-	0.5	-	-	-	-	
L	Frm	-	1.9	-	-	-	-	
ASL^	Frm	-	-0.2	-	-	-	-	
^ASL	Frm	-	2.1	-	-	-	-	
S	Frm	-	0.5	-	-	-	-	
W1>	Frm	1.7	-2.3	-	-	-	-	
<W1	Frm	-2.4	-4.2	-	-	-	-	
W2>	Frm	3.1	-1.1	-	-	-	-	
<W2	Frm	-1.0	-3.0	-	-	-	-	
CU	Frm	-	0.5	-	-	-	-	
E>	Frm	0.0	0.0	-	-	-	-	
EG+	Frm	-	0.0	-	-	-	-	
<E	Frm	-0.0	-0.0	-	-	-	-	
EG-	Frm	-	-0.0	-	-	-	-	
WPA1	Brc	-2.5	-1.7	-	-	-	-	
WPD1	Brc	-2.5	-2.8	-	-	-	-	
WPA2	Brc	-1.1	-0.6	-	-	-	-	
WPD2	Brc	-1.1	-1.6	-	-	-	-	
WPB1	Brc	-2.5	-1.7	-	-	-	-	
WPC1	Brc	-2.5	-2.8	-	-	-	-	
WPB2	Brc	-1.1	-0.6	-	-	-	-	
WPC2	Brc	-1.1	-1.6	-	-	-	-	
EB>	Brc	-	-	-	-	-	-	
<EB	Brc	-	-	-	-	-	-	

Frame Reactions - Factored Load Cases at Frame Cross Section: 1
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	0/0/0	12/0/0	34/6/0	52/6/0	72/6/0	
Grid1 - Grid2	1-A	1-B	1-D	1-G	1-K	
Ld	Description	Hx	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	Hx	Hz	Vy	
Cs	(application factor not shown)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	(k)	
1	D + CG + L	-	1.2	-	-	5.8	-	-	6.4	-	-	5.1	-	-	7.2	
2	D + CG + ASL^	-	-0.2	-	-	4.8	-	-	4.3	-	-	3.5	-	-	4.7	
3	D + CG + ^ASL	-	1.8	-	-	2.8	-	-	4.1	-	-	3.3	-	-	4.9	
8	D + CG + S	-	0.6	-	-	2.9	-	-	3.2	-	-	2.5	-	-	3.6	
17	D + CG + W1>	2.0	-0.5	-	5.3	-2.9	-	6.4	-3.2	-	6.2	-2.4	-	7.1	-3.5	
18	D + CG + <W1	-1.4	-1.0	-	-4.7	-6.4	-	-5.7	-7.1	-	-5.6	-5.5	-	-6.4	-7.9	
19	D + CG + W2>	0.8	-0.0	-	-	-0.5	-	-	-0.5	-	-	-0.3	-	-	-0.5	
20	D + CG + <W2	-2.6	-0.5	-	-	-4.0	-	-	-4.5	-	-	-3.5	-	-	-5.0	
21	D + CU + W1>	2.0	-0.7	-	5.3	-3.6	-	6.4	-4.0	-	6.2	-3.1	-	7.1	-4.4	
22	D + CU + <W1	-1.4	-1.2	-	-4.7	-7.2	-	-5.7	-8.0	-	-5.6	-6.2	-	-6.4	-8.9	
23	D + CU + W2>	0.8	-0.2	-	-	-1.2	-	-	-1.3	-	-	-1.0	-	-	-1.4	
24	D + CU + <W2	-2.6	-0.7	-	-	-4.8	-	-	-5.3	-	-	-4.1	-	-	-5.9	
25	D + CG + E> + EG+	-	0.4	-	0.0	1.9	-	0.0	2.1	-	0.0	1.7	-	0.0	2.4	
26	D + CG + <E + EG+	-	0.4	-	-0.0	1.9	-	-0.0	2.1	-	-0.0	1.7	-	-0.0	2.4	
27	D + CU + E> + EG-	-	0.3	-	0.0	1.1	-	0.0	1.2	-	0.0	1.0	-	0.0	1.4	
28	D + CU + <E + EG-	-	0.3	-	-0.0	1.1	-	-0.0	1.2	-	-0.0	1.0	-	-0.0	1.4	
29	D + CG + L + W1>	1.5	0.3	-	4.0	1.2	-	4.8	1.4	-	4.6	1.2	-	5.3	1.6	
30	D + CG + L + <W1	-1.0	-0.1	-	-3.5	-1.4	-	-4.3	-1.6	-	-4.2	-1.2	-	-4.8	-1.7	
31	D + CG + L + W2>	0.6	0.6	-	-	3.0	-	-	3.4	-	-	2.7	-	-	3.8	
32	D + CG + L + <W2	-1.9	0.3	-	-	0.4	-	-	0.4	-	-	0.4	-	-	0.5	
33	D + CG + S + W1>	1.5	-0.1	-	4.0	-0.9	-	4.8	-1.0	-	4.6	-0.8	-	5.3	-1.1	
34	D + CG + S + <W1	-1.0	-0.5	-	-3.5	-3.6	-	-4.3	-4.0	-	-4.2	-3.1	-	-4.8	-4.4	
35	D + CG + S + W2>	0.6	0.2	-	-	0.9	-	-	1.0	-	-	0.8	-	-	1.1	
36	D + CG + S + <W2	-1.9	-0.2	-	-	-1.8	-	-	-2.0	-	-	-1.5	-	-	-2.2	
37	D + CG + WPA1	2.1	-0.3	-	-	-1.8	-	-	-2.0	-	-	-1.5	-	-	-2.2	
38	D + CU + WPA1	2.1	-0.5	-	-	-2.6	-	-	-2.8	-	-	-2.2	-	-	-3.1	
39	D + CG + L + WPA1	1.5	0.4	-	-	2.0	-	-	2.3	-	-	1.9	-	-	2.6	
40	D + CG + S + WPA1	1.5	0.0	-	-	-0.2	-	-	-0.2	-	-	-0.1	-	-	-0.1	
41	D + CG + WPD1	2.1	-0.7	-	-	-3.9	-	-	-4.4	-	-	-3.4	-	-	-4.8	
42	D + CU + WPD1	2.1	-0.9	-	-	-4.7	-	-	-5.2	-	-	-4.0	-	-	-5.8	
43	D + CG + L + WPD1	1.5	0.1	-	-	0.4	-	-	0.5	-	-	0.5	-	-	0.6	
44	D + CG + S + WPD1	1.5	-0.3	-	-	-1.8	-	-	-1.9	-	-	-1.5	-	-	-2.1	
45	D + CG + WPA2	0.9	0.2	-	-	0.6	-	-	0.7	-	-	0.6	-	-	0.8	
46	D + CU + WPA2	0.9	-0.0	-	-	-0.2	-	-	-0.2	-	-	-0.1	-	-	-0.2	
47	D + CG + L + WPA2	0.7	0.8	-	-	3.8	-	-	4.3	-	-	3.4	-	-	4.8	
48	D + CG + S + WPA2	0.7	0.4	-	-	1.7	-	-	1.8	-	-	1.5	-	-	2.1	
49	D + CG + WPD2	0.9	-0.2	-	-	-1.5	-	-	-1.7	-	-	-1.3	-	-	-1.8	
50	D + CU + WPD2	0.9	-0.4	-	-	-2.3	-	-	-2.5	-	-	-1.9	-	-	-2.8	
51	D + CG + L + WPD2	0.7	0.5	-	-	2.2	-	-	2.5	-	-	2.0	-	-	2.8	
52	D + CG + S + WPD2	0.7	0.1	-	-	0.1	-	-	0.1	-	-	0.1	-	-	0.1	
53	D + CG + WPB1	2.1	-0.6	-	-	-2.5	-	-	-2.0	-	-	-1.5	-	-	-2.2	
54	D + CU + WPB1	2.1	-0.8	-	-	-3.2	-	-	-2.8	-	-	-2.2	-	-	-3.1	
55	D + CG + L + WPB1	1.5	0.2	-	-	1.5	-	-	2.2	-	-	1.9	-	-	2.6	
56	D + CG + S + WPB1	1.5	-0.2	-	-	-0.7	-	-	-0.2	-	-	-0.1	-	-	-0.1	
57	D + CG + WPC1	2.1	-1.4	-	-	-5.5	-	-	-4.4	-	-	-3.3	-	-	-4.8	
58	D + CU + WPC1	2.1	-1.6	-	-	-6.3	-	-	-5.2	-	-	-4.0	-	-	-5.8	
59	D + CG + L + WPC1	1.5	-0.4	-	-	-0.8	-	-	0.5	-	-	0.5	-	-	0.6	
60	D + CG + S + WPC1	1.5	-0.8	-	-	-2.9	-	-	-2.0	-	-	-1.4	-	-	-2.1	
61	D + CG + WPB2	0.9	-0.1	-	-	-0.1	-	-	0.7	-	-	0.6	-	-	0.8	
62	D + CU + WPB2	0.9	-0.3	-	-	-0.8	-	-	-0.2	-	-	-0.1	-	-	-0.2	
63	D + CG + L + WPB2	0.7	0.6	-	-	3.3	-	-	4.2	-	-	3.4	-	-	4.8	
64	D + CG + S + WPB2	0.7	0.1	-	-	1.2	-	-	1.8	-	-	1.5	-	-	2.1	
65	D + CG + WPC2	0.9	-0.9	-	-	-3.1	-	-	-1.7	-	-	-1.3	-	-	-1.8	
66	D + CU + WPC2	0.9	-1.1	-	-	-3.9	-	-	-2.6	-	-	-1.9	-	-	-2.8	
67	D + CG + L + WPC2	0.7	-0.0	-	-	1.1	-	-	2.5	-	-	2.0	-	-	2.8	
68	D + CG + S + WPC2	0.7	-0.5	-	-	-1.1	-	-	0.0	-	-	0.1	-	-	0.1	
69	D + CG + EB> + EG+	-	0.4	-	-	1.9	-	-	2.1	-	-	1.7	-	-	2.4	
70	D + CU + EB> + EG-	-	0.3	-	-	1.1	-	-	1.2	-	-	1.0	-	-	1.4	
71	D + CG + <EB + EG+	-	0.4	-	-	1.9	-	-	2.1	-	-	1.7	-	-	2.4	
72	D + CU + <EB + EG-	-	0.3	-	-	1.1	-	-	1.2	-	-	1.0	-	-	1.4	

X-Loc	95/0/0	 	 	 	 	
Grid1 - Grid2	1-M	 	 	 	 	
Ld	Description	Hx	Vy	 	 	 	 	
Cs	(application factor not shown)	(k)	(k)	 	 	 	 	
1	D + CG + L	-	3.1	-	-	-	-	
2	D + CG + ASL^	-	1.0	-	-	-	-	
3	D + CG + ^ASL	-	3.3	-	-	-	-	
8	D + CG + S	-	1.7	-	-	-	-	
17	D + CG + W1>	1.7	-1.1	-	-	-	-	
18	D + CG + <W1	-2.4	-3.0	-	-	-	-	
19	D + CG + W2>	3.1	0.0	-	-	-	-	
20	D + CG + <W2	-1.0	-1.9	-	-	-	-	
21	D + CU + W1>	1.7	-1.6	-	-	-	-	
22	D + CU + <W1	-2.4	-3.5	-	-	-	-	
23	D + CU + W2>	3.1	-0.4	-	-	-	-	
24	D + CU + <W2	-1.0	-2.3	-	-	-	-	
25	D + CG + E> + EG+	0.0	1.2	-	-	-	-	
26	D + CG + <E + EG+	-0.0	1.2	-	-	-	-	
27	D + CU + E> + EG-	0.0	0.7	-	-	-	-	
28	D + CU + <E + EG-	-0.0	0.7	-	-	-	-	
29	D + CG + L + W1>	1.3	0.9	-	-	-	-	
30	D + CG + L + <W1	-1.8	-0.5	-	-	-	-	
31	D + CG + L + W2>	2.3	1.8	-	-	-	-	
32	D + CG + L + <W2	-0.7	0.3	-	-	-	-	
33	D + CG + S + W1>	1.3	-0.2	-	-	-	-	
34	D + CG + S + <W1	-1.8	-1.6	-	-	-	-	
35	D + CG + S + W2>	2.3	0.7	-	-	-	-	
36	D + CG + S + <W2	-0.7	-0.7	-	-	-	-	
37	D + CG + WPA1	-2.5	-0.5	-	-	-	-	
38	D + CU + WPA1	-2.5	-1.0	-	-	-	-	
39	D + CG + L + WPA1	-1.9	1.3	-	-	-	-	
40	D + CG + S + WPA1	-1.9	0.3	-	-	-	-	
41	D + CG + WPD1	-2.5	-1.6	-	-	-	-	
42	D + CU + WPD1	-2.5	-2.1	-	-	-	-	
43	D + CG + L + WPD1	-1.9	0.5	-	-	-	-	
44	D + CG + S + WPD1	-1.9	-0.5	-	-	-	-	
45	D + CG + WPA2	-1.1	0.6	-	-	-	-	
46	D + CU + WPA2	-1.1	0.1	-	-	-	-	
47	D + CG + L + WPA2	-0.8	2.2	-	-	-	-	
48	D + CG + S + WPA2	-0.8	1.1	-	-	-	-	
49	D + CG + WPD2	-1.1	-0.5	-	-	-	-	
50	D + CU + WPD2	-1.1	-0.9	-	-	-	-	
51	D + CG + L + WPD2	-0.8	1.4	-	-	-	-	
52	D + CG + S + WPD2	-0.8	0.3	-	-	-	-	
53	D + CG + WPB1	-2.5	-0.5	-	-	-	-	
54	D + CU + WPB1	-2.5	-1.0	-	-	-	-	
55	D + CG + L + WPB1	-1.9	1.3	-	-	-	-	
56	D + CG + S + WPB1	-1.9	0.3	-	-	-	-	
57	D + CG + WPC1	-2.5	-1.6	-	-	-	-	
58	D + CU + WPC1	-2.5	-2.1	-	-	-	-	
59	D + CG + L + WPC1	-1.9	0.5	-	-	-	-	
60	D + CG + S + WPC1	-1.9	-0.5	-	-	-	-	
61	D + CG + WPB2	-1.1	0.6	-	-	-	-	
62	D + CU + WPB2	-1.1	0.1	-	-	-	-	
63	D + CG + L + WPB2	-0.8	2.2	-	-	-	-	
64	D + CG + S + WPB2	-0.8	1.1	-	-	-	-	
65	D + CG + WPC2	-1.1	-0.5	-	-	-	-	
66	D + CU + WPC2	-1.1	-0.9	-	-	-	-	
67	D + CG + L + WPC2	-0.8	1.4	-	-	-	-	
68	D + CG + S + WPC2	-0.8	0.3	-	-	-	-	
69	D + CG + EB> + EG+	-	1.2	-	-	-	-	
70	D + CU + EB> + EG-	-	0.7	-	-	-	-	
71	D + CG + <EB + EG+	-	1.2	-	-	-	-	
72	D + CU + <EB + EG-	-	0.7	-	-	-	-	

Maximum Combined Reactions Summary with Factored Loads - Framing
Note: All reactions based on 2nd order structural analysis using the Direct Analysis Method
X-Loc	Grid	Hrz left	Load	Hrz Right	Load	Hrz In	Load	Hrz Out	Load	Uplift	Load	Vrt Down	Load	Mom cw	Load	Mom ccw	Load	
 	 	(-Hx)	Case	(Hx)	Case	(-Hz)	Case	(Hz)	Case	(-Vy)	Case	(Vy)	Case	(-Mzz)	Case	(Mzz)	Case	
 	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(k)	 	(in-k)	 	(in-k)	 	
0/0/0  	1-A	2.6	20	2.1	37	-	-	-	-	1.6	58	1.8	3	-	-	-	-	
12/0/0  	1-B	-	-	-	-	4.7	18	5.3	17	7.2	22	5.8	1	-	-	-	-	
34/6/0  	1-D	-	-	-	-	5.7	18	6.4	17	8.0	22	6.4	1	-	-	-	-	
52/6/0  	1-G	-	-	-	-	5.6	18	6.2	17	6.2	22	5.1	1	-	-	-	-	
72/6/0  	1-K	-	-	-	-	6.4	18	7.1	17	8.9	22	7.2	1	-	-	-	-	
95/0/0  	1-M	2.5	37	3.1	19	-	-	-	-	3.5	22	3.3	3	-	-	-	-