a om long simply supported beam has a width of 350mm and overall depth of 470mm the beam is reinforced with 2- 28mm compression bars and 4-28mmbension bars each located 70mm from the extreme concrete fber. concrete strength is 21 Mpa and yield strength is 420Mpa determine the ff.depth of compression blockultimate moment capacity of the beamderermine the addinonal concentrated ive load that can be acpled at midspan if the dead load inclusing the weight if the beam is 20KN mSelect the corect responsea- 82.79mm, Mu- 320 SSKN-m, Pu Ba57KNa- 165.58mm, Mu - 328 13KNm, Pu -136 88KNO a 110.81mm, Mu - 351 47KNm, Pu 15o.09KNO a- 110.81mm, Mu 316 23KNM, Pu - 86 BKNa- 82 79mm, Mu- 320 5SKNm Pu1537KNa 165 semm, Mu 295 32KNM, Pu136. 8BKONa- 82.79mm, Mu- 356.17KN m, Pu153 7KNa- 165.58mm, Mu - 295 32KN-m, Pu =78 0SKNa 110.81mm, Mu 316 33KNM, Pu 150.89KN

Given, Length of the beam = 6m Width (b) = 350mm Overall depth (D) = 470mm Effective depth (d) =…

a om long simply supported beam has a width of 350mm and overall depth of 470mm the beam is reinforced with 2- 28mm compression bars and 4-28mm bension bars each located 70mm from the extreme concrete fiber. concrete strength is 21 Mpa and yieid strength is 420Mpa determine the ff. depth of compression block utimate moment capacity of the beam determine the addinonal concentrated ive load thar can be applied at midspan i the dead load inclusing the weight if the beam is 20KN m Select the corect response a- 82.79mm, Mu- 320 SSKN-m, Pu- Ba 57KN a- 165. 58mm, Mu - 328 13KNm, Pu136.88KN Oa 11081mm Mu 351 47KN m. Pu 150.09KN O a- 110.81mm, Mu 316 33KNm, Pu- 86 BKN a- 82 79mm, Mu- 320 5SKov-m Pu 153.7KN a 165 Semm, Mu 295 32KINM, Pu136.8BKON O a 82.79mm, Mu- 356.17KNm, Pu 1sa 7KN a- 165.58mm, Mu - 295 32KN-m, Pu =78 0SKN a 11081mm, Mu 316 33KN m, Pu 150.89KN

a om long simply supported beam has a width of 350mm and overall depth of 470mm the beam is reinforced with 2- 28mm compression bars and 4-28mm bension bars each located 70mm from the extreme concrete fiber. concrete strength is 21 Mpa and yieid strength is 420Mpa determine the ff. depth of compression block utimate moment capacity of the beam determine the addinonal concentrated ive load thar can be applied at midspan i the dead load inclusing the weight if the beam is 20KN m Select the corect response a- 82.79mm, Mu- 320 SSKN-m, Pu- Ba 57KN a- 165. 58mm, Mu - 328 13KNm, Pu136.88KN Oa 11081mm Mu 351 47KN m. Pu 150.09KN O a- 110.81mm, Mu 316 33KNm, Pu- 86 BKN a- 82 79mm, Mu- 320 5SKov-m Pu 153.7KN a 165 Semm, Mu 295 32KINM, Pu136.8BKON O a 82.79mm, Mu- 356.17KNm, Pu 1sa 7KN a- 165.58mm, Mu - 295 32KN-m, Pu =78 0SKN a 11081mm, Mu 316 33KN m, Pu 150.89KN

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.1P

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