Question

3) Slopeat B Moment -Area Thorem) E - 29000 ks) = 000 int A B D 채 재 사

Answer 1

a B C 3tt 3ft 676 E = 2900ksi [ = 6oo in 7 Stope at poine B by using B Moment - Area methode tla ding ) Bendin momento beam for the condition diagram of govern loading 3P 2. PxG Pa 4 q A B D Im diagn rame) 31) m bearm E alagrance of CS Scanned with CamScanner

3P 262 3P 481 A C 3to B 30x 616 'C - Refere erence point (Zero Slope) B- Origin point (non-Zero Slope) than, 팅 diagrame b/w points B to C Seveda Arece of m di СТ B C 3P 2EI FEI ] x 3 2 9P x 3 1 I 2 TEL 27P 8 EL 27P o = B BEI CS Scanned with CamScanner

27 P O 8 x 2900x600 6 = 1.94 x 106 pl (rare) B for gett ting the value of De the value mulo be P of in "kips CS Scanned with CamScanner

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