30 kips 2 kips/ft 5 ft For the given beam determine: Vertical reaction at B, Bv = kips Maximum shear in the beam, Vmax = Location of point of zero shear from support at D, x = Maximum negative moment in the beam, Mmaxneg = Maximum positive moment in the beam, Mmaxpos = Shear value at 3ft from left support, V3fL = Moment value at 5ft from right support, Msftr = Location of point of inflection (zero moment) from left end A, x, = 10 ft 10 ft 5 kips/ft kips kips D ft kip-ft (absolute value kip-ft (1 decimal) kip-ft (1 decimal) ft

30 kips 2 kips/ft 5 ft For the given beam determine: Vertical reaction at B, Bv = kips Maximum shear in the beam, Vmax = Location of point of zero shear from support at D, x = Maximum negative moment in the beam, Mmaxneg = Maximum positive moment in the beam, Mmaxpos = Shear value at 3ft from left support, V3fL = Moment value at 5ft from right support, Msftr = Location of point of inflection (zero moment) from left end A, x, = 10 ft 10 ft 5 kips/ft kips kips D ft kip-ft (absolute value kip-ft (1 decimal) kip-ft (1 decimal) ft

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

The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that it has been experimentally determined that the bending moment is +6.10 kip ft at D and +5.50 kip ft at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. 250 lb/ft C D E F Fig. P7.91
Find support reactions at A and B and then calculate the axial force N, shear force V, and bending moment M at mid-span AB. Let L=4m, q0=160 N/m, P=200 N, M0=380 N. m.
An indeterminate beam loaded a uniformly distributed load from A to B, from B to C, a linearly varying from 0 to 6 kN/m, is fixed at C, and a roller at point A and also in point B (where it settled 25 mm downwards here). The flexural rigidity is constant from A to C. Use E = 180 GPa, I = 1024 x 106 mm4 .Calculate the reactions and draw the shear and bending moment diagram for this beam using Slope Deflection Method.
The 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30° from the horizontal pulls the block and moves 80m starting from rest. If the 100N force is then removed, how much further will it travel?
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 4.8 ft, b = 3.5 ft, P = 30 kips, and w = 2.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 4.4 ft, b = 3.5 ft, P = 30 kips, and w = 1.2 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 3.) Determine the shear equation for segments B-C 4.) Determine the moment equation of segment C-D 5.) Determine the maximum negative moment 6.) Determine the maximum positive shear 7.) Determine the maximum positive moment 8.) Determine the moment equation for segment A-B 9.) Determine the moment equation at segment F-G 10.) Determine the vertical reactin at F
compute the magnitudes of shear Qc and bending moment Mc on the section C
Five forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 4.5 kN and θ = 20°. Point O is at the center of the I-beam.
Determine the reaction forces R1 and R2 and show the shear and bending moment diagram. Data: Point load (left-most) = 90.126 N RL1 (80mm to 160mm) = 65 N RL2 (160mm to 180mm) = 130 N RL3 (180mm to 260mm) = 65 N
Given the loaded beam below, calculate the reaction and draw the shear and moment diagram. M1= 20kN.m q1= 15 kN/m P1= 8kN
For the beam shown, draw the shear and bending-moment diagrams, and determine the magnitude and location of the maximum absolute value of the bending moment, knowing that (a) =0, (b) M= 24 kip·ft.