A = 2

B = 2

C = 5

D = 1

Problem #4 A concentrated live of 25 kips and distributed live load of 3 kips/ft can be placed anywhere on the beam, determine the maximum positive shear force at C and maximum negative bending moment at C. (Note: It is possible to have more than one uniform load on the beam, but there is only one concentrated load. For each maximum condition, indicate the location of the concentrated load and uniform load(s). Provide your answers in units of kips and kip-ft using 4 significant digits of accuracy.) *** Do not print this page. Use your own paper. Only complete five problems. *** 1,1 K H L. K L L H L . L B C D F G L. L. L. E L. L. L. + + Lo = (12+b) ft Li = (4 + b) ft E L L V L D A L. V L NNNN N B F AKA Lo = (5 +0.5 a) ft L1 = (18+a) ft Steel Joist = 22 lbs/ft Steel I-shape Beam = 60 lbs/ft Misc. Roof and Ceiling Material = 5.5 lbs/ft? Concrete Roof Deck = 145 lbs/ft? Problem #4 A concentrated live of 25 kips and distributed live load of 3 kips/ft can be placed anywhere on the beam, determine the maximum positive shear force at C and maximum negative bending moment at C. (Note: It is possible to have more than one uniform load on the beam, but there is only one concentrated load. For each maximum condition, indicate the location of the concentrated load and uniform load(s). Provide your answers in units of kips and kip-ft using 4 significant digits of accuracy.) *** Do not print this page. Use your own paper. Only complete five problems. *** 1,1 K H L. K L L H L . L B C D F G L. L. L. E L. L. L. + + Lo = (12+b) ft Li = (4 + b) ft E L L V L D A L. V L NNNN N B F AKA Lo = (5 +0.5 a) ft L1 = (18+a) ft Steel Joist = 22 lbs/ft Steel I-shape Beam = 60 lbs/ft Misc. Roof and Ceiling Material = 5.5 lbs/ft? Concrete Roof Deck = 145 lbs/ft