Question

NAME:Victoria Shav Exam #3: CE 2010-005 Problem #4 (35 pts): Plot the shear and moment diagram for the beam labelling maximum and minimum points along the diagram. You can eho the equation or the relationships between shear and diagrams 15 minutes can choose to use either moment to develop the 600lb 1 600lb 100lb/ft 6ft 6t 6ft 4ft Nixl V(x)

Answer 1

Date MON TUE WED THU FRI SAT SUN □□□□□□□ 600lb 600lb loo ub ft 6 6 4 100 Draw Fas a tind reactions By moment equlbepiun) Re 8 2 3 keニ 538.52 lb 100メ4メ// 60ΟΥ 2+ R-B-一= -538.52 t eem 25 x MC 6 ut section bebueer BeelheI u+ Mo)

Date MON TUE WED THU FRI SAT SUN ーut section betwee cao ('041s16) loo lb 6oo M (치 801.48 0-3342 --1.48x1D - 33 2712 1:48a-t. 3327,4且 M(A) ' Cut section behweenb E 6x22 V (x)--538-52 6 VCO) 8o1-u2 MUs): g 33st.to X.ー16, @ 12S2142 1.48 16<ス L -598.52b 22

Date MON TUE WED THU FRI SAT SUN 60148 1 1 . 48 6or 48 1.48 $98.52 598 S2 200 4 ㄟ 6 6 0 6 3342-22 3351-1 601482672 58 a= 4.44334