problem 3 Find the design base shear for a 10-story steel special moment-resisting frame building, given the following information: 0.4 1 Seismic Source Type A R 8.5 Distance to seismic source 5 km W (kN) 35,561 Soil profile type Sc Total Height (m) 35
problem 3 Find the design base shear for a 10-story steel special moment-resisting frame building, given the following information: 0.4 1 Seismic Source Type A R 8.5 Distance to seismic source 5 km W (kN) 35,561 Soil profile type Sc Total Height (m) 35
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![problem 3
Find the design base shear for a 10-story steel special moment-resisting frame
building, given the following information:
0.4
1
Seismic Source Type
A
R
8.5
Distance to seismic source 5 km
W (kN)
35,561
Soil profile type
Sc
Total Height (m)
35
Find the vertical distribution of lateral forces Fx of problem no. 3, consider that the
height and weight distribution are as follows.
Level x Level Ht
Wx
0.098 H 0.040 W
0.098 H 0.103 W
0.098 H 0.106 W
0.098 H 0.102 W
0.098 H 0.109 W
0.098 H 0.112 W
0.098 H 0.101 W
0.098 H 0.102 W
0.098 H 0.110 W
0.118 H 0.115 W
10
9
8
7
4
3
2
1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F15e049dc-d702-4a0b-a3f5-59e6f7f31bbf%2F2b1974fc-4c82-4180-aa93-7ad1cab1ced7%2Fkhn9fu_processed.png&w=3840&q=75)
Transcribed Image Text:problem 3
Find the design base shear for a 10-story steel special moment-resisting frame
building, given the following information:
0.4
1
Seismic Source Type
A
R
8.5
Distance to seismic source 5 km
W (kN)
35,561
Soil profile type
Sc
Total Height (m)
35
Find the vertical distribution of lateral forces Fx of problem no. 3, consider that the
height and weight distribution are as follows.
Level x Level Ht
Wx
0.098 H 0.040 W
0.098 H 0.103 W
0.098 H 0.106 W
0.098 H 0.102 W
0.098 H 0.109 W
0.098 H 0.112 W
0.098 H 0.101 W
0.098 H 0.102 W
0.098 H 0.110 W
0.118 H 0.115 W
10
9
8
7
4
3
2
1
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