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Question: figure 2 floor framing plan the uniformly distributed dead...

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Figure 2 - Floor framing plan

35 ft 30 ft Area Loads Dead 40 psf Live 100 psf (non-reducible) B2 81 30 ft G1 G2 84 83 C1 C2 20 ft G4. C3 G3

The uniformly distributed dead load for beam B4 shown in Figure 2 is nearest to:


a) 1600 plf

b) 200 plf

c) 1000 plf

d) 400 plf

e) 1400 plf

The maximum design moment for beam B3 shown in Figure 2 is nearest to:

a) 196 k-ft

b) 142 k-ft

c) 214 k-ft

d) 168 k-ft

e) 268 k-ft

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