7 I.Draw the shear force and bending moment diagrams for the beam shown.Neglect the weight of the beam.AP500 h8000 Ib8000 Ib ft102 kN/m4 KN/mB2 m-3mI m5 KNIS AN10 KNII. Three-wheel loads roll as a unit across a 44-ft span. The loads are P, = 4000Ib and P, = 8000 lb separated by 9 ft, and P, = 6000 lb at 18 ft from P,.Determine the maximum moment and maximum shear in the simplysupported span.%3D

Answered: Image /qna-images/answer/d5bdfcc5-1392-4230-a5d0-99744964801b.jpg

Draw the shear force and bending moment diagrams for the beam shown. Neglect the weight of the beam. s00 s000 IbA 8000 lb fn 10h 2 KN/n 4 KN/m 3m- Im 2 m S AN 15 KN 10 KN 1. Three-wheel loads roll as a unit across a 44-ft span. The loads are P, = 4000 Ib and P, = 8000 Ib separated by 9 ft, and P, = 6000 Ib at 18 ft from P2 Determine the maximum moment and maximum shear in the simply supported span.

Draw the shear force and bending moment diagrams for the beam shown. Neglect the weight of the beam. s00 s000 IbA 8000 lb fn 10h 2 KN/n 4 KN/m 3m- Im 2 m S AN 15 KN 10 KN 1. Three-wheel loads roll as a unit across a 44-ft span. The loads are P, = 4000 Ib and P, = 8000 Ib separated by 9 ft, and P, = 6000 Ib at 18 ft from P2 Determine the maximum moment and maximum shear in the simply supported span.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.42P: For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending...

See similar textbooks

Similar questions

For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending moment acting on section 1 in terms of the distance x (0 < x< L). [Note: Case 1 results in the conventional V- and M-diagrams, in which the loads are fixed and the location of the section varies; the diagrams for Case 2 (called influence diagrams) show the variation of V and M at a fixed section as the location of the load is varied]
Draw shear and bending moment diagrams for the beamin Figure 3.14b, which carries a uniformly distributed load of 500 lb/ftover its full length.
6.. A cantilever beam is 2.5 m long, and carries a concentrated load of 380 N at its midpoint, and a uniformly distributed load of 400 N/m over a span from its free end to a point 0.5 m from the free end. Neglecting the mass of the beam itself, draw the shear force and bending moment diagrams for the beam. Show all calculations as well
When a weight of 20 N is added into a hanger in the bending moment experiment, you are getting a reading of 3 kg in the spring balance. The bending moment is calculated as 1130 N-mm. The length of the arm is 145 mm. Calculate the net force in N and the dead weight in N acting in the beam.
A rectangular beam 70 mm wide and 100 mm deep is used as a cantilever 2 m long. A 30 kg mass falls through a height of 0.2 m before striking the free end. Compute the maximum bending stress, in MPa, caused by the impact. Use E = 200 GPa.
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 = 5.0 ft, b = 3.4 ft, P = 25 kips, and w = 1.1 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.
Shaft and flange connections are provided by wedge in a system that transmits moment with flange coupling. The tangential force of the wedge is 40000 N and the diameter of the shaft used in the system is 40 mm and the diameter of the placement circle of the Bolts in the flange connection is 100 mm. Determine how many M16 (d1=13,546 mm) bolts should be used according to the moment transfer by cutting the Bolts between the flange surfaces. (The coefficient of friction between surfaces is 0.25. Bolt material is 4.6 quality and can be taken as Jul-Bolt=40 MPa, σem-Bolt=66.7 MPa. The safety coefficient was determined as 6.)
Calculate the reactions at the supports and obtain the shear force and bending moment diagrams for the following shaft using MD Solids software. The diameter of the shaft is 3.5433 inches and FA = 84.80 pounds-force.
The system is made up of a bar, supported by a pin at point A and by a smooth collar at point B (the collar slides on the ABG bar). The collar is pinned to bar BDE, and bar BDE is supported by a pin at D and a cable at end E. Draw the bar BDR horizontaly and generate the cutting force diagram, flexing moment,show the max values of cutting force and flexing moment and its position . With T=26lb, a=4 in, b=9 in
IDENTIFICATION It is an approximation of a force applied over a very small area. It is a slender bar that carries transverse loading. The goal of _______ is to determine the shear force V and the bending moment M at every cross section of the beam. For a shaft subjected to a torque, each cross section rotates as a rigid entity about the ____ of the shaft. It is the distributed load that acts over a very narrow area.
A simple log bridge in a remote area consists of 2 parallel logs with planks across them. The log has an average diameter of 300 mm. A truck moves slowly across the bridge, which spans 2.5 m. Assume that the weight of the truck is equally distributed between the 2 legs. Because the wheel base of the truck is greater than 25 m. Only 1 set of the wheels is on the bridge at a time. Thus, the wheel load on one log is equivalent to a concentrated load acting at any position along the span. In addition, the weight of 1 log and the plank it supports in equivalent to a uniform load of 65 kN/m acting on the log. 1. Determine the max permissible wheel load W based upon the allowable bending stress of of 7MPa. 2. Determine the max permissible wheel load W based upon the allowable shear stress of of 0.75MPa. 3. Determine the max permissible wheel load W based upon the allowable deflection of 6mm. E=7380 MPa
A hollow shaft with a length of 1103mm and outer diameter 73mm and inner diameter 50mm is required to tranmit a power of 60kW at a speed of 2950 rpm if the modulus of rigidity is 79.5GPa calculate the polar second moment of area of the shaft