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This 9 page Class Notes was uploaded by Ralph Strosin on Saturday September 26, 2015. The Class Notes belongs to C E 201 at Clemson University taught by Nighat Yasmin in Fall. Since its upload, it has received 56 views. For similar materials see /class/214275/c-e-201-clemson-university in Civil Engineering at Clemson University.
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Date Created: 09/26/15
Exam Review CE 201 Determine the horizontal and vertical components offorce atthe pin A and the reaction at the rocker Bofthe curved beam ltin N The uniform rod ABhas aWeight of 15 lb Determine the force in the cable When the rod is in the position shown Identify the zero force members in the two trusses below Identify the force in all members of the following truss State Whether each member is in tension or compression Determine the force in members HI FI and EF of the truss and state ifthe members are in tension or compression The hoist supports the 125kg engine Determine the force the load creates in member 03 and in member F3 which contains the hydraulic cylinder H 2m L m F 6 7 Final Exam Review C E 201 Determine the normal force shear and bending moment at point C 3 kipl 39 39b39 A 6 rn ka I39l k 45 n A The drum has a weight of 100 lb and rests on the oor for Which the coef cient of static friction is us 05 Ifa 3 andb 4 determine the smallest magnitude ofthe force Pthat Will cause impending motion of the drum Locate the centroid 3337 ofthe composite area Determine the centroid of the shaded area w m 5H mm Jun m 5n mm mm CE 2017 Exam 1 Review m I 44 r N r vectors to nearby sate11ites A and B The magnitude ofrgA is 4 km and cos ex 0768 cos 0y 0384 and cos 0 0512 The magnitude ofrgg is 4 km and cos ex 0773 cos 0y 0557 and cos 0 0317 Detennine the distance between sate11ites A and B Ifthe resultant force acting on the bracket is F a 300i 650 250k N determine the magnitude and coordinate direction angles of The cable A a exa39ts a force on the top ofthe pole of F 120i 7 9m 7 80k lb Ifthe cable has a lmgth of 34 ft detmnine the height Zothe pole and the location or of its base l v along the line of action of F2