Question

A 6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft

b.

The slope at A is most nearly….

Group of answer choices

6.51 deg

1.03 deg

N/A – there is no slope at A

0.17 deg

c. The deflection at A is most nearly….

Group of answer choices

0.15 in

0.01 in

0.86 in

5.47 in

0 0
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Answer #1

3 kips A36 steel { W12494 A B -344 -6 347 for w12x14 0.225 in A = 4.16 in? da llogiin + tw. 0.2 in Ixt bta 3.97 in 88 of intDeflection at A 2 SA = PL 11 (3x102Jx[6X12.1? ZETI 3 x 29 x100x88.6 fas 0.145 ~ oilsin option and Conract

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