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A-3.2
gKIPstudio
Elevations
A-3.3
gKIPstudio Elevations
A-3.3
gKIPstudio
Elevations
Sections
46’-2”
54’-0”
22’-0” 11’-6”
DL = 54’ x 0.0573ksf = 3k LL = 54’ x 0.03ksf = 1.6K
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.03ksf = 1.4K
gKIPstudio
14’-0”
Roof
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
DL = 11.5’ x 0.0573ksf = 0.7k LL = 11.5‘ x 0.125ksf = 1.4k 14’-0”
8th
14’-0”
7th
14’-0”
6th
14’-0”
5th
14’-0”
4th
14’-0”
3rd
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
32.8 K
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
2436K
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
DL = 54’ x 0.0573ksf = 3k LL = 54’ x 0.03ksf = 1.6K DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
DL = 11.5’ x 0.0573ksf = 0.7k LL = 11.5‘ x 0.125ksf = 1.4k
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
DL = 46.18’ x 0.0573ksf = 2.6k LL = 46.18’ x 0.125ksf = 5.8k
32.8 K
32.8 K
37.4 K
a
Rb
SUPER COLUMN / WIND TRUSS Column No. B5, C5, B9, C9 WIND MOMENT
Ma = 37.4K + (6 X 32.8K) + 16.4K = 250.6K M = 250.6K / 6 WIND TRUSSES = 42KFT Overturning Wind Moment = 42 kft x 58’ = 2436 kft
A-4.0
32.8 K
32.8 K
1st
E
32.8 K
46’-2”
18’-0”
2nd
16.4 K
Rs
A-4.0
gKIPstudio
Details
Sections
9‘ 18.7’
25’-0”
23’-1”
5.6k
27’-0”
22’-0” 5’-9”
3k
14’-0”
Roof 10.65k
2.6k
8th 14’-0”
46’-2” 11.15k
14’-0”
gKIPstudio
14.2k
82.65k CENTER
11.15k
7th
162.4 K 14’-0”
6th 3k
11.15k
14’-0”
5th 10.65k
2.6k
11.15k
58’-0”
14’-0”
11.15k
14’-0”
4th
3rd
18’-0”
2nd
1st
SUPER COLUMN / WIND TRUSS Column No. B5, C5, B9, C9
a
Rb
Rs
WIND MOMENT
P = 0.03K X 116’ X 280’ = 974 K (162.4 K @ EACH OF 6 WINDTRUSSES) Overturning Wind Moment = 162.4 kft x 58’ = 9419.2kft Overturning Moment = [(11.15k x (23.1’ x 6)) + (10.65k x 5.75’) + (5.6k x 23.1’)] - [2(3k x 27) + 2(2.6k x 23.1’)] = 1736 - 282 = 1454kft
A-4.1
A-4.1
gKIPstudio
Details
A-4.2
gKIPstudio Sections
A-4.2
gKIPstudio
Details
A-4.3
gKIPstudio Sections
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