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Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate lo

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sou. Concvetei aud beans Assuro hieke of ihe slab - o.12m ooin 35 tapo 3 32.5 sMab Li 얘eam thelood on neb aiea load - beye tintin) aohual lond.uoting &.ghrrote load fov Ъ , B2 Da, Sell wei tive tood Total toad of rab Au l㎡aea 22. 5 «wIn unlackned o«de - 3u,12> twjnon J * 6-S*125 untoetued load 2a. 625 bulm 6.5 x2ゾ load on B3 wortirg load u- טל , 375 turn,

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Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3. Assume that Live loads; LL-3 kN...
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