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The beam is fabricated from four boards nailed together as shown. Determine the shear stress at points A and B on the web of
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Answer #1

8000 lb 150 lb/rt 1 Mat A =D C A Cyx 10 – 8000 x6 – 150X4x2 = 0 1 411 1.5 ft 11.5 Cy= = 4920 lb 8000 16 shear force at ara 44shear stress at B, ZB=0 end of section spoeng for to noul st ft = 1380 Mb q xst - Ft pl 242-14 lb / in qt= QA Va I 3080 x 42

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