The beam AB supports two concentrated loads and rests on soil that exerts a linearly distributed upward load as shown. Determine the values of Wg and wg corresponding to equilibrium if F2= 37 kN. (Round the final answer to two decimal places.) 24 kN F2 0.3 m a = 0.6 m WB 1.8 m kN/m. The value of WA is The value of wBis kN/m.

The beam AB supports two concentrated loads and rests on soil that exerts a linearly distributed upward load as shown. Determine the values of Wg and wg corresponding to equilibrium if F2= 37 kN. (Round the final answer to two decimal places.) 24 kN F2 0.3 m a = 0.6 m WB 1.8 m kN/m. The value of WA is The value of wBis kN/m.

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

With E= 200GPa, get the strain energy for the indicated load.
Please solve for RA within 20-30minutes. Have less time
A 296-lb block is resting on a rough horizontal surface for which the coefficient of friction is 0.4. Determine the force P (Ib) required to cause motion to impend if applied to the block horizontally. W P
The cantilever beam shown is subjected to a couple and 2 forces shown. Replace these couple and forces with an equivalent couple M and single force F at point A. Show solution to the answer FH = 1.64 kN, R Fv = 1.16 kN, D M = 2.22 kN-m, CCW
MECHANICS OF SOLIDS (CVNG 1000) TUTORIAL QUESTIONS Problem 1 Determine the reactions RA and R, for the simply-supported beams. 10 kN 14 kN |12 kN 2m 1 m 1m 3m 2m RA Re RA Rg (a) (b) 15 kN 12 kN 1.5m 4 m 3m Ra Re (a) RA = 3.333 KN RB =6.667 KN (b) RA = 9.6 KN RB= 6.4 KN RB =3.375 KN (c) RA =4.625 KN
Situation 12: The L-shaped frame is made from two segments, each of length L = 6m and flexural stiffness EI = 80 (10) N/m². (w = 50kN/m) W L 59. Determine the vertical displacement of point B. 0.02 ● 0.21 ● 0.20 0.12 A 60. If the distributed load is 15 kN/m, what will be the vertical displacement of point B. ● 0.05 ● 0.6 ● 0.06 ● 0.5
A motor delivers 500 hp to the shaft, which is tubular and has an outer diameter of 2 in. If it is rotating at 200 rad/s, determine its largest inner diameter to the nearest 1/8 in. if the allowable shear stress for the material is Tallowable = 25 ksi. 6 in. B
Determine major and minor principal stress
Solve all support reactions using the SLOPE-DEFLECTION METHOD. 210 kN A 8 m- I B 40 kN/m 8 m -21 E = constant D 4m-4m- C HOD OF SOAP $4411
A simply supported beam column of 4 cm × 6 cm cross-section, 1.5 m long is subjected to an axial load of 8 kN in addition to a transverse concentrated load of 15 kN at a distance of 50 cm from one end. Determine the maximum deflection and the maximum stress in the column. Take E = 200 GPa
Calculate the total equivalent uniform load in KN/m on Beam AB, if the total floor load is 11.56KPa. Use a=3.7m, b=5.8m . Express your answer in 2 decimal places.
Y1