For the given loads w = 28 KN/m and M=70 KN.m is supported as shown by a roller at Dand ahinge at DW kN/mM kN - m1m-3 m-Magnitude of reaction at D is (KN)а. 56b. 140c. 112d. 168e. 196Magnitude of reaction at A is (KN)а. 126b. 168c. 112d. 56е. 28Shear force just to the right of D56Shear force just to the left of D-56Bending moment just to the right of B (KN.m)a. -28b. -42C. -56d. -70e.-84Maximum absolute value of bending moment (KN.m) isPlease put ain each input field.

UDL is referred to uniformly distributed load (magnitude of load remains constant over a span of…

For the given loads w = 28 KN/m and M=70 KN.m is supported as shown by a roller at D and a hinge at D W kN/m M kN - m Im- 3 m 2 m Magnitude of reaction at D is (KN) а. 56 b. 140 c. 112 d. 168 e. 196 Magnitude of reaction at A is (KN) а. 126 b. 168 c. 112 d. 56 e. 28 Shear force just to the right of D 56 Shear force just to the left of D -56 Bending moment just to the right of B (KN.m) а. -28 b. -42 C. -56 d. -70 e. -84 Maximum absolute value of bending moment (KN.m) is Please put in each input field.

For the given loads w = 28 KN/m and M=70 KN.m is supported as shown by a roller at D and a hinge at D W kN/m M kN - m Im- 3 m 2 m Magnitude of reaction at D is (KN) а. 56 b. 140 c. 112 d. 168 e. 196 Magnitude of reaction at A is (KN) а. 126 b. 168 c. 112 d. 56 e. 28 Shear force just to the right of D 56 Shear force just to the left of D -56 Bending moment just to the right of B (KN.m) а. -28 b. -42 C. -56 d. -70 e. -84 Maximum absolute value of bending moment (KN.m) is Please put in each input field.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.41P: The 24-ft timber ï¬‚oor joist is designed to carry a uniformly distributed load. Because only 16-ft...

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