Question: For Problems 2.1 through 2.6_() , given the loads specified, compute the maximum combined load using the ASCE 7-22 load combinations for allowable stress design.

For Problems 2.1 through

2.6_()

, given the loads specified, compute the maximum combined load using the ASCE 7-22 load combinations for allowable stress design.\ P2.1 D = 22 psf,

L_(r)=20

psf,

R=10

psf, and

S=25

psf. (Ans: case

3=42

psf)\ P2.2 D

=45

psf and

L=60

psf.\

P2.3D=2.2K,L=5.2K,L_(r)=3.1k,R=2.5K

, and

S=0.5K

. (Ans: case

4=8.4k

)\ P2.4 D = 87 psf and

L=150

psf.\ P2.5 D

=18

psf,

L_(r)=20

psf, and

R=30

psf. (Ans: case

3=48

psf)\

P2.6D=13k,L=32k,W=-22k,E_(v)+E_(h)=16k

, and

-E_(V)+E_(h)=-16k

For Problems 2.1 through 2.6, given the loads specified, compute the maximum combined load using the ASCE 722 load combinations for allowable stress design. P2.1 D=22psf,Lr=20 psf, R=10 psf, and S=25 psf. (Ans: case 3=42 psf) P2.2D=45psf and L=60 psf. P2.3D=2.2k,L=5.2k,Lr=3.1k,R=2.5k, and S=0.5k. (Ans: case 4=8.4k ) P2.4 D=87 psf and L=150 psf. P2.5 D =18 psf, Lr=20 psf, and R=30 psf. (Ans: case 3=48 psf) P2.6D=13k,L=32k,W=22k,Ev+Eh=16k, and Ev+Eh=16k. For Problems 2.1 through 2.6, given the loads specified, compute the maximum combined load using the ASCE 722 load combinations for allowable stress design. P2.1 D=22psf,Lr=20 psf, R=10 psf, and S=25 psf. (Ans: case 3=42 psf) P2.2D=45psf and L=60 psf. P2.3D=2.2k,L=5.2k,Lr=3.1k,R=2.5k, and S=0.5k. (Ans: case 4=8.4k ) P2.4 D=87 psf and L=150 psf. P2.5 D =18 psf, Lr=20 psf, and R=30 psf. (Ans: case 3=48 psf) P2.6D=13k,L=32k,W=22k,Ev+Eh=16k, and Ev+Eh=16k

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