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Use the following figure for problems 33 - 35. 10 in 6 kips 100 in 10 in 12 kips 500 kips Problem 33 Determine the maximum no
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problem -33 :- Tensile stress More 6 kips lood nue to from Bending equation 6 kips lo in 시 Eman Elt I ya M - Man. man. BendinDue to 12 kips load man Tensile stress from Bending equation. onan mam 12 * 100 = 1200 kips-in I = 104 ing Iman = do 5 in 120cross kles The total will come at problem - 34 (i) Due to compressive load of 500 Kips. cross section will feel compressiveTension 1. Compression (in comp) below NA Maximum at extreme fibre The Right sight Side beam will Due to 12 kips. load. bendfor problem - 34 NO option is matched SO option le) None of the locations now is Ansioen on this problem - 35 & So problem –

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