PROBLEM 4 For the beam and loading shown determine the support reactions. --3 -- -3 ---3m-...
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.
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
- 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BA 3m 4m am A न
Distributed Loads Saved Determine the reactions at the beam support for the given loading when MB = 102 lb points 40 lb/in. 19 to 1 eBook Hint -4 in. — 6 in. Print The reaction at the beam support Bis O b lo (Click to select) 9. References The moment at the beam support Bis bin. (Click to select)).
Mo For the beam and loading shown, determine the reaction at the roller support
For the beam and loading shown, please (a) determine the
reactions at A and C, (b) draw the shear and bending moment
diagrams, and (c) find the maximum normal stress on the
beam.
2000 lb 200 lb/ft 4 ft 4 ft 6 ft
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
4. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 20 KN 40 KN B D 250 mm |--2.5 m- 3m-4-2 m 80 mm 5. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 50 KN
2. Determine all support reactions and draw shear and moment diagrams of the beam shown below by using the Moment Distribution method (10 points) 5 T/m 21 A DB 3m ΑΙΙ ΕΙ 10 T 2m 5m