Mo For the beam and loading shown, determine the reaction at the roller support
For the beam shown, determine the reaction at the roller support when Wo 10 kips/ft. (Round the final answer to two decimal places.) wWo(/L A В L 12 ft The reaction at the roller support is kips f
Use Integration Method
Determine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown. L/2
For the beam and loading shown, determine the vertical reaction
at the support located at A. The distributed load w = 10kN/m, and
the beam W 310 x 52 has a moment of inertia Ix = 119 x
106 mm4 and modulus of elasticity E = 200
GPa
ЕВ с 2 m- 4 m
use castiglianos theorem
10- Determine the reaction at the roller support and draw the shear and bending moment diagrams for the beam and loading shown. Ans: Ry=5P/161 L/2- 1/2-
PROBLEM 4 For the beam and loading shown determine the support reactions. --3 -- -3 ---3m- 16 lins Slips PROBLEM 5 For the beam and loading shown determine the support reactions. D
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading shown. Be sure to consider any secondary moment effects. The beam-column size is W16x100 and it is part of a frame that is braced against sidesway. Note that Cb 1.0 for this loading. P=500 k M 200 k-ft 15' ) M = 250 k-ft P 500 k
Problem 1 Consider the beam-column shown. Determine whether the beam can support the loading shown. Be sure to consider...
Question AT For the beam and loading shown in Figure Al: - a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment. 30 kN/m 60 kN C D K-2m-imta2m- Figure A1
P3) The beam shown below is supported by an external roller at A and an external fixed support at C. It has an internal pin at B a) Draw the fbd of the beam b) Determine the values of Po, Mo, w with their correct signs at x-0, 8, 12, 16, 18 3 kip 1.5 kip/ft and 20 ft 12 ft
For the beam and loading shown in Figure A2: - a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment P= 100 N P= 140 N w = 30 N/m A B 4 m 7 m 10 m 3 Figure A2.
12 kN 3 kN/m Fixed support B A Roller support 3 m m A beam is fixed at A and supported by a roller at B. The beam has E = 100 GPa and I 1.0 x 10-5 m4. For the loading shown, complete the following: 1. Calculate the magnitude and direction of all reactions at A. 2. Calculate the magnitude and direction of all reactions at B. 3. Calculate the magnitude and direction of the rotation at B.