Rd2
Element
R
d
Rd
Torsional Force
(kip)
Wall A2-A7
68320
0.00
0
0
0.0
Wall 2A-2D
18918
18.81
355848
6693493
3.2
Wall 7A-7C
5000
71.19
355950
25340081
3.2
Σ=
32033573
Total Shear Force to Shear Walls:
1 kip = 4.448 KN
Transverse Forces
Total Shear
Shear from Shear from Shear from Shear from Torsional Torsional
Element
force
Sacristy Shear from Shear from
Upper Roof Lower Roof Entrance
(kips)
Sacristy
(kips)
Lower
(kips)
(kips)
Roof
(kips)
Roof
(kips)
(kips)
Wall 1D-1F
0
0
4.3
0
0
0
4.3
Wall 2A-2D
7.9
21.91
0.805
0
0
0
30.6
Wall 2F-2I
7.9
21.91
0.805
0
0
0
30.6
Wall 7A-7C
3.015
5.79
0
0.99
11.8
0.68
22.3
Wall 7G-7I
3.015
5.79
0
0.99
11.8
0.68
22.3
Wall 8A-8I
12.3
0
0
8.62
0
0
20.9
Wall D1-D2
0
0
0
0
0
0
0.0
Wall F1-F2
0
0
0
0
0
0
0.0
Wall A2-A7
0
0
0
0
0
0
0.0
Wall I2-I7
0
0
0
0
0
0
0.0
Wall B2-B7
0
0
0
0
0
0
0.0
Wall H2-H7
0
0
0
0
0
0
0.0
Wall A7-A8
0
0
0
0
0
0.3
0.3
Wall I7-I8
0
0
0
0
0
0.3
0.3
Wall C7-C8
0
0
0
0
0
0.3
0.3
Wall G7-G8
0
0
0
0
0
0.3
0.3
Longitudinal Forces
Element
Shear from Shear from Shear from Shear from Torsional
Torsional Total Shear
Upper Roof Lower Roof Entrance
Sacristy
Shear from Shear from
force
(kips)
(kips)
Roof
(kips)
Lower Roof Sacristy
(kips)
(kips)
(kips)
(kips)
Wall 1D-1F
0
0
0
0
0
0
0
Wall 2A-2D
0
0
0
0
3.2
0
3.2
Wall 2F-2I
0
0
0
0
3.2
0
3.2
Wall 7A-7C
0
0
0
0
3.2
1.53
4.73
Wall 7G-7I
0
0
0
0
3.2
1.53
4.73
Wall 8A-8I
0
0
0
0
0
3.06
3.06
Wall D1-D2
0
0
2.95
0
0
0
2.95
H3-37
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