Problem 1 A beam is supported as shown below: B C D F Hinge Hinge 5 m 5 m 6m 3 m 3 m The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 Using influence line diagrams, determine the following: 1. Maximum reaction at A, RA in kN. (

Problem 1 A beam is supported as shown below: B C D F Hinge Hinge 5 m 5 m 6m 3 m 3 m The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 Using influence line diagrams, determine the following: 1. Maximum reaction at A, RA in kN. (

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

What is the value of w? Solve the resultant of the trapezoidal load.
Problem 1: The figure shown is a beam subjected to varying loadings and a point load. a) Determine the magnitude and direction of the single equivalent force to the forci shown. Specify its location on the beam from point B. b) Calculate for the support reactions at A and R Fi 17kN 4kN/: 7.9 kN/m -5 m 6.7 m 2.8kn
For a figure shown, a. Draw the influence for reaction at A. b. Draw the influence for Shear At C c. Draw the influence for moment At C. d. Determine the maximum values of these functions for a moving uniform distributed load of 5KN/m. ( Show complete solution.)
For the beam shown below, construct the Influence diagrams of the following functions: reaction at F, reaction at D and the moment at E. Also calculate the value of the maximum moment at C due to a concentrated load with a magnitude of P (your assigned P). A 1.0 78 minim 3.0 3.0 с D mm E All distances are in meters 2.0 the 4.0 3.0 F M mum
For the structure below, draw a free body diagram of the loaded system and then determine the reactions at A and B. 40 lb 10 in. 30° 50 lb 0 in. 20
Step by step detailed solution
Calculate the reactions on the given beam A В 21 kN/m 2kN/m 6.6m 2.1m Vertical Reaction on A, kN Vertical Reaction on B, kN Answer in numerical values only. If the reaction is upward answer in a positive value, otherwise, answer in negative value
Use E= 200 GPa, I = 800 x 105 mm² when necessary. For the beam loaded as shown, determine the reaction components using Conjugate Beam Method 3.00 3.00 300 kNm 6.00 90 kN/m 7.00 12.0 m 4.00 6.00 P = 229kN
Problem 1 A beam is supported as shown below: A B D F Hinge Hinge 5 m 5 m 6 m 3 m 3 m The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 Using influence line diagrams, determine the following: 4. Maximum moment reaction at F, MF in kN-m. (
Exercise 5: F (N) C h (At) A M (lb ft) 4 (ft) l3 (ft) Determine the reaction forces at A, C, D, and E In the cell above give the magnitude of the reaction force at D. One have: • width of the frame: / =4 ft, 2 =3 ft, and /3 =7 ft • height of the frame: h =8 ft • Magnitude of the punctual force: F =2 N • Moment at A: M =891 Ib.ft • Orientation of the punctual force: 0 = 43° %3D
Draw the influence lines when a = 3 b = 3 c = 2 d = 2
question 1..