A continuous beam ABC is subjected to a concentrated point load of 10 kN on span AB and a uniformly distributed load of 3 kN/m on span BC as shown below. The hogging moment induced at support B due to given loading is 6 kN-m. Find the slope at support B (in degrees upto 4 places after decimal) Given EI = 9.6 x 103 kNm?. 10 kN B 3 kN/m 2 m D 2 m 4 m EI 1.5EI

A continuous beam ABC is subjected to a concentrated point load of 10 kN on span AB and a uniformly distributed load of 3 kN/m on span BC as shown below. The hogging moment induced at support B due to given loading is 6 kN-m. Find the slope at support B (in degrees upto 4 places after decimal) Given EI = 9.6 x 103 kNm?. 10 kN B 3 kN/m 2 m D 2 m 4 m EI 1.5EI

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

A propped beam has a span of 9 m. and carries a concentrated load of 60 kN at point B. E = 15000 MPa, I = 150x10⁶ mm⁴. 1. Which of the following gives the reaction at C. a. 32.12 kN b. 33.67 kN c. 34.87 kN d. 31.11 kN 2. Which of the following gives the slope at C in degrees. a. 4.58° b. 3.45° c. 3.44° d. 4.34° 3. Which of the following gives the deflection at B. a. -0.133 mm. b. -0.335 mm. c. -0.178 mm. d. -0.335 mm.
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5kips/ft is distributed along the length of the beam which is 22 ft. If the1.5kips/ft uniformly distributed load will be transformed into a singularconcentrated load, what will be the magnitude of Moment taken at pointA? What is the equivalent singular Resultant force of the loads shown?Determine the location of the resultant R from point A.
For the beam shown loaded with a uniformly distributed load of 10 kN/m, a couple of 2 kN.m, and an upward 2kN load, determine the following. A is pinned, C is fixed, and B is an internal hinge. 1. Internal moment at B.2. Shear at B. (Specify the sign of shear)3 Maximum negative moment on the beam.4 Draw the qualitative deflection of the beam
Determine the magnitude of F so that the resultant couple acting on the beam is 1.7 kN-m clockwise. Where P1 = 2.2 kN
For the beam and loading shown below (L = 2.4 m, E = 200 GPa, I = 1000 mm4 and w = 30 kN/m), find (a) TThe slope at point D.(b) The reaction force at end A
A truss is loaded with nodal force at C as shown TOS-003. If the truss members have identical rectangular section of 5 cm x 8 cm, with E = 70 GPa, compute the vertical displacement at joint C .
If the beam carries a moving uniform load of 136 kN/m and concentrated moving load of 114 kN. Using theinfluence line diagram, (a) determine the maximum +M due to loads at C (b) determine maximum +V at C
consider the moment-resisting frame. Use the portal method of analysis. Use P2 = 4 kips What is the shear force in the bottom beams (absolute value)? P1 = 2 kips What is the shear force in member EH (absolute value)? h = 11' What is the horizontal reaction at H (absolute value)? b = 25' What is the bending moment in the top beams (absolute value)? (please ignore black markings) What is the vertical reaction at I (tension positive)?
Determine the shear value (kN) when x = 2.2m from the left side of the beam where: L = 4.9 m; Wo = 131 kN/m
1. Calculate the moment at right end of span BC (MCB) in kN.m.0 2. Calculate the shear force at left end of span AB in kN.m.0 3. Calculate the shear force at right end of span AB in kN.m.0 4. Calculate the shear force at left end of span BC in kN.m.0
If the beam is subjected to an internal moment of M = 40 kN . m, determine theresultant force caused by the bending stress distribution acting on the top flange A.
Determine the magnitude of F so that the resultantcouple moment acting on the beam is 1.5 kN ⋅ m clockwise.