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

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

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

Determine the maximum bending and shearing stresses developed in the beam 5. Ans.: (o)max = 149.45 MN/m? (O)max = 290.1 MN/m? (t)max = 5.77 MN/m2 %3D 10 kNim 200mm 20 kN.m B 2m A 4m 50mm Beam cross-section
incorrect solution will receive the negative rating ......A 60 ft. beam supports two applied distributed loads, a distributed load w1-248 pounds her linear foot (plf) and distributed load two d2=125 pounds per linear foot (plf). In addition, the estimated weight of the beam is 55 pounds per linear foot. Calculate the magnitude (in pounds) of the horizontal and vertical components of reactions at supports A and B.
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
A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly distributed load which can be applied over the entire length of the beam if the shearing stress is limited to 1.6 MPa. Answer must be in kN/m. Given: b = 110 mm and d 160 mm. 280 mm 150 mm
PLS ANSWER ASAP 1. Calculate for the shear at column CB in kN for the frame shown using Portal Method. 2. Calculate for the axial force at beam BF in kN for frame showN using Portal Method. Enter absolute value only. Use a = 23.2 kN, b = 43.3 kN, c = 43.1 kN, Enter absolute value only.ANSWER SHOULD BE IN 3 DECIMAL PLACES
only typed solution accepted
In the propped beam shown, Solve for the following 1. wall moment 2. maximum deflection 10 kN/m IM TITTEN 2m 2m 12kN/m 1M
you did not use the correct value, a=5m and b= 2m, also, the force is q =5.1kn/m and not 5.3 kn/m can you do it with the right value please, or explain step by step without wrong value
A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly distributed load which can be applied over the entire length of the beam if the shearing stress is limited to 1.9 MPa. Answer must be in kN/m. Given: b = 130 mm and d = 160 mm. 280 mm b. 170mm
A simply supported beam 4 m long has a croSs section shown. Determine the maximum uniformly distributed load which can be applied over the entire length of the beam if the shearing stress is limited to 1.6 MPa. Answer must be in kN/m. Given: b = 130 mm and d = 180 mm. %3! 270 mm 160 mm
A wooden beam 150mm wide by 300mm deep is loaded as shown. If the maximhm flexural stress is 8MN/m^2. Find the maximum values of1.)W(kN/m)2.) P (kN)
Please do correct answer with solution on page