No. 1. A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm. (a) Draw the FBD 6.0 ft from A, and determine the sg 900 lb 400 lb

2- The beam shown in the figure, supports a uniform dead load of 500[N/m] and a single live concentrated force of 3000[N]. Determine the maximum positive shear at E. Assume the support A is a pin, B and D are rollers, and C is a pin. D -3m -3m -3m -3 m

Assume that P = 13 kips and L = 5 ft. Determine the reaction force at C. Assume that El is constant for the beam. (Reminder: The roller symbol implies that both upward and downward displacement is restrained.) A B D L L O 11.38 kips (up) O 7.01 kips (up) O 10.44 kips (up) O 13.18 kips (up) O 14.29 kips (up)

Consider the simply supported beam shown below. L= 3m, w= 12kN/m, E= 180GPa, I = 140(10)^6 mm^4. Determine the following: A B |- -1 a. The maximum moment in the beam in kN-m b. The deflection at B in mm c. The location of maximum deflection measured from A in meters d. The maximum deflection of the beam in mm W C

- For the beam shown (Figure P-1), calculate reactions and draw shear and moment diagrams. Sketch the deflected shape. A, D, and F are a roller, B and E are pin'hinge, and C is a pin. Concentrated moment is 1,200 kips-ft, uniformly distributed load is 1 kips/f, and the concentrated force is 60-kips. 1,200 k-ft Hngs 6ok Honge 30 60- T30 30 *30 40

Consider the given beam and loading. 6 kips 12 kips су DV kar 2 ft 2 ft 2 ft E 4.5 kips 2 ft B Determine the maximum absolute values of the shear and bending moment. The maximum absolute value of the shear force is kips. The maximum absolute value of the bending moment is kip-ft.

STATICALLY INDETERMINATE BEAMS Using Double Integration Method and/or Moment Area Method, answer -2 ft- -4 ft what is required. 14. Determine the roller reaction at B in pounds. 15. Determine the vertical reaction at the fixed C in pounds. 16. Determine the moment reaction at the fixed support C in lb-ft. 4000 lb. ft B C

Find the maximum live load can be applied to the beam shown in the figure (3-1). Use 3425 for positive moment 4616 for negative moment. Where fc' = 33 Mpa, fy = 414 Mpa. W LL URI OFF 450

Using the force method of analysis, determine the reactions at the supports then draw the shear and moment diagrams for the beam shown in in the diagram Assume the support at B is a roller. Use the moment at A as the redundant. Take ?? as constant

A M F B G E D a 5 m5 m 10 m 30 m 5 m The beam AF is supported by a hinge at point A and a roller at point D. A couple moment is applied at point C. Determine the internal normal force, shear force and bending moment at point G if a = 7 m, w = 19 kN/m, P = 30 kN, and M = 120 kN-m. The normal force at point G in kN is (round to the nearest integer): kN The shear force at point G in kN is (round to the nearest integer): kN The bending moment at point G in kN-m is (round to the nearest integer): kN-m P.