only typed answers acceptable otherwise 100%downvote. If Answer deviated slightly 100% downvote. Steel beam section having...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct beam section Steel gt having with bearing the bram load on the & Design effective Apan 6.65m. is supported at and and of 150mm . The faceaed dead and live is 63 kN/m. Total deren of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported is ISB 350. Properties are bf = 21 tf = 11.40 tw =...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf = 200mm, tf = 11.4mm, tw =...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf = 200mm, tf = 11.4mm, tw =...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf = 200mm, tf = 11.4mm, tw =...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct its complete & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf = 200mm, tf = 11.4mm,...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct its complete & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf = 200mm, tf = 11.4mm,...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct its good & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf = 200mm, tf = 11.4mm,...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct i will downvote you its complete & Design a fran 6.65m. It of 150mm . The the ou Steel beam section having effective It is supported at and with and faceaed bearing dead live and load the bram i 63 kN/m. Total depth of beam is restricted to 375 mm. Assume beam to be laterally supported. The section supported properties are D=350mm, bf =...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct having with and bearing load on & Design a Steel beam section effective Apan 6.65m. It supported at and of 150mm . The faclared dead and live the bram i 63 kN/m. Total deren of the beam is restricted to 375 mm. Assume beam to be supported The section supported is ISLB 350. Properties are D=350mm bf = 2 - 200mm tf = 11.4...
only typed answers acceptable otherwise 100% downvote. Downvote is my passion. Answers should be 100% correct having with and bearing load on & Design a Steel beam section effective Apan 6.65m. It supported at and of 150mm . The faclared dead and live the bram i 63 kN/m. Total deren of the beam is restricted to 375 mm. Assume beam to be supported The section supported is ISLB 350. Properties are D=350mm bf = 2 - 200mm tf = 11.4...