Structural Load Determination under 2009 IBC and ASCE/SEI 7-05 2nd. Edition by DAVID A. FANELLA | 9781580019248 | 1580019242 | Holooly

Structural Analysis

Structural Load Determination under 2009 IBC and ASCE/SEI 7-05

45 SOLVED PROBLEMS

Question: 6.9

Determine the design seismic forces on the residential building depicted in Figure 6.10 given the design data below. ...

Verified Answer:

• Step 1: Determine the seismic ground motion valu...

Question: 6.12

Determine the seismic base shear for the nonbuilding illustrated in Figure 6.20 using (1) 2L4x4x1/2 braces and (2) 2L4x4x1/4 braces, given the design data below. ...

Verified Answer:

Part \,\,1: \,\,Determine \,\,seismic \,\,b...

Question: 6.11

For the one-story retail building illustrated in Figure 6.17, determine the seismic base shear using the simplified alternative structural design criteria of 12.14. ...

Verified Answer:

• Step 1: Determine the seismic ground motion valu...

Question: 6.10

For the one-story warehouse illustrated in Figure 6.12, determine (1) design seismic forces on the diaphragm, including diaphragm shear forces in both directions, (2) design seismic forces on the steel collector beam in the N-S direction, and (3) out-of-plane design seismic forces on the precast ...

Verified Answer:

Part 1: Determine design seismic forces on the dia...

Question: 6.8

Determine the design seismic force on the parapet of the health care facility in Example 6.7. ...

Verified Answer:

Use Flowchart 6.10 to determine the seismic force ...

Question: 6.7

Determine the diaphragm design forces for the three-story health care facility depicted in Figure 6.8 given the design data below. ...

Verified Answer:

In order to determine the diaphragm design forces ...

Question: 6.6

For the seven-story office building in Example 6.3, determine the P-delta effects in both the N-S and E-W directions. For illustration purposes, use the lateral deflections determined by the equivalent lateral force procedure. Assume a 10 psf live load on the roof and a 50 psf live load on the ...

Verified Answer:

1. P-delta effects in the N-S direction. In lieu o...

Question: 6.5

For the seven-story office building in Example 6.3, check the story drift limits in both the N-S and E-W directions. For illustration purposes, use the lateral deflections determined by the equivalent lateral force procedure. ...

Verified Answer:

1. Drift limits in N-S direction. To check drift l...

Question: 6.4

For the seven-story office building in Example 6.3, determine the analytical procedure that can be used in calculating the seismic forces. ...

Verified Answer:

Use Flowchart 6.6 to determine the permitted analy...

Question: 4.8

Determine the design snow loads for the public utility facility depicted in Figure 4.16. The facility is required to remain operational during an emergency. ...

Verified Answer:

1. Determine ground snow load

p_g

. ...

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