PROBLEM NO. 1 SET A W1 .B 9 ft 13 ft (ft) 9. 22. Load Dianram = 1.5 M1 at point B kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A. 10 kips-ft, P1=12 kips is 9 ft from point A; and Wi

PROBLEM NO. 1 SET A W1 .B 9 ft 13 ft (ft) 9. 22. Load Dianram = 1.5 M1 at point B kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A. 10 kips-ft, P1=12 kips is 9 ft from point A; and Wi

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

I need the answer as soon as possible
Consider the figure 1 below: 3-25mmø bolts are used to fasten a plate to a steel beam a) Determine the average shearing stress caused in each bolt by the 30kN loads. b) Determine the value of additional load P that must be applied so that each bolt will not exceed the maximum shearing stress of 6OMPA. 30 kN 150 300 200 P 30 kN 75 Foot
REFERENCE DATA -2 5 -1 -2 -3 C= 4 D= -1 -1 -1 4 1 1 -6 -1 -1 a. det(A^T) * b. det((C^-1)^T) *
A beam is loaded and supported as shown. (a) Use the double-integration method to determine the reactions at supports A and B. (b) Draw the shear-force and bending-moment diagrams for the beam. (c) Determine the deflection in the middle of the span. Assume w = 11 kN, L = 7.4 m and El - 6.9 x 104 kN-m2 is constant for the beam. V. L.
Question 5 of 15 The plate of thickness, t 5 mm, is loaded with the following stress; o, - 100 MPa, o, - -60 MPa, E- 200 GPa, v = 0.33. If a 160 mm, and b 200 minn, D. ► X A Calculate the change in thickness (mm). Select the correct response:
What is the reaction force at joint A and I. What is the C or T, the X and Y components, the length and the load of each member. Also when you put the answers could you put it like it is on the image.
Find the value of Ray and Rby
Determine the moment of inertia of the composite area about the centroidal x-axis
How Determin # As for the beam show in figre (including self weight) (P=35 M²-i fy=420) well kN/m WL=24 K~/3 590 250 5m
For the beam below, determine the following, assume EI is constant. What is FEMAB in k-ft? -18 --96 Select the correct response: -69 2 k/ft 18 24ft
Consider the following free-body digram of a beam. 200 N 100 N 200 N M. 100 N-m 200 N 100 N 2m 3m 3m 2m What is A,? O a. -100 N O b.-100 N.m O. 200 N d. No correct answer given
4. The plate shown in the figure is fastened to thefixed member by seven 10-mm-diameter rivets.Compute the value of the loads P so that theaverage shearing stress in any rivet does notexceed 70 MPa.