1. The beam supports a uniform live load of 80 lb/ft and a live concentrated force of 500 lb. Assume A is a pin and B is a roller. Draw the influence diagram of reaction at B, shear @ D and C, and moment at C and D. Determine, a. The maximum positive live vertical reaction at B b. The maximum shear that can be developed at C c. The maximum shear that can be developed at D d. The maximum live moment that can be developed at C. e. The maximum live moment that can be developed at D. 10 ft 10 ft- 15 ft

1. The beam supports a uniform live load of 80 lb/ft and a live concentrated force of 500 lb. Assume A is a pin and B is a roller. Draw the influence diagram of reaction at B, shear @ D and C, and moment at C and D. Determine, a. The maximum positive live vertical reaction at B b. The maximum shear that can be developed at C c. The maximum shear that can be developed at D d. The maximum live moment that can be developed at C. e. The maximum live moment that can be developed at D. 10 ft 10 ft- 15 ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The ABC rigid bar is suspended by the BD rigid bar and by an A pin that connects it to the other ADE rigid bar. If the overhang load at point C is equal to 12kN, calculate the force on the BD bar and the reactions FA = √??2 + ??2, on pin A and the reaction FE roller located at point E. Disregard the weights of all the bars.
The 150-kg bar ABO is supported by two cables at A and a slider bearing at B. The end of the bar presses against a frictionless surface at O.Findthe tensions in the cables and the contact force at O.
Draw the influence line for the vertical reaction at A. Use the analytical method in solving. Assume the support at A is a pin and B is a roller. In the influence line for the vertical reaction at A, What is the maximum ordinate? What is the ordinate at C? What is the ordinate at the (a) left-most part and (b) right-most part of the beam?
Compute for the reaction A and E. Also, WHAT IS THE MAXIMUM NEGATIVE SHEAR. Draw the SHEAR DIAGRAM. and WHAT IS THE MAXIMUM POSITIVE MOMENT. Draw the MOMENT DIAGRAM.
Calculate the reactions at A and tension at B
Determine the reaction force at D. Determine the shear force (N) and bending moment (Nm) experienced by the clevis at pin D.
The compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin) at D. Determine the reactions at the supports. Neglect the thickness of the beam. Ak 4 k 30° Bft A plates DOLL D 4 ft 2 ft 15 k. ft B state Yk 1. What is the vertical reaction at A? (k) 2. What is the vertical reaction at B? (k) 3. What is the vertical reaction at C? (k) 4. What is the horizontal reaction at C? (k) 3 4 C ft 8 ft Aft Use: A= 8 B= 6 C= 8 Y= 29
Determine the reactions at the fixed support at A and the roller at B. EI is constant.
7) For the following beam a. Sketch the influence line for Re, Vc, and Mc using the Muller-Breslau principle (include values) b. Determine the max moment at c due to the following truck. c. What is the ABSOLUTE MAX Moment in the beam under the applied truck load C 10 ft 15 ft 10 ft 20 ft 8 k 12 k 6 k 6 ft 2 ft
For the frame shown, determine the force reaction at fixed support D. A. B, and C are pins. provide complete solution asap determine the ff. Support Reaction at DResultant Reaction at A.Resultant Reaction at B.
Determine the horizontal and vertical components of reaction at the pin A and the reaction on the beam at C. The force at B is 12kN. The horizontal distance from A to C is lac =1.5 m The vertical distance from A to D is laD =4.5 m. The horizontal distance from C to B is lc3= 3.5 m. F B
350 N A 75 mm 100 mm- -50 mm- B PROBLEM 6.75 Determine the force in member BD and the components of the reaction at C.