A horizontal beam BC is subjected to uniformly distributed load, w and at the same time it is supported at end B by a column AB (diameter of 50 mm) as shown in Figure Q1. Assume that all bars are pin-connected. (a) Sketch a complete Free Body Diagram (FBD) for the beam with clearly shows the all forces/moment involved. From the FBD, determine the equation of force for member AB, PAB and also the critical force, Per,x and Per.y associated with member АВ.

A horizontal beam BC is subjected to uniformly distributed load, w and at the same time it is supported at end B by a column AB (diameter of 50 mm) as shown in Figure Q1. Assume that all bars are pin-connected. (a) Sketch a complete Free Body Diagram (FBD) for the beam with clearly shows the all forces/moment involved. From the FBD, determine the equation of force for member AB, PAB and also the critical force, Per,x and Per.y associated with member АВ.

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

Below is a truss created with 3 rod elements. Fixed at point A, sliding support at point Chas. At point B, the load P acts on the system as shown. All 3 elements have the same cross-section and are rectangular.section dimensions are given in the figure. If the safety factor used in the design is 2.5, the buckling stability should be taken into account.Calculate the highest value of the load P. E = 20 GPa
A load of 6kN is supported as shown in the figure. The weight of the pulley is 2kN. Neglect the weight of the bars. Support A and B are hinge connections. Give the hinge resultant force at C
! Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A frame and loading are shown. B P 2 120 mm 120 mm D of c 120 mm 90 mm ↓ Determine the force acting on member ABC at C. Take P= 320 N. The force acting on member ABC at C is N.
Problem 1 An angle bracket ABC is restrained by a high strength steel wire CD, and it supports a load P at A, as shown in figure. The strength properties of the wire and the shear pin at B are , = 350 MPa (wire), and t-300 MPa (pin at B). If the wire and pin are to be sized to provide a factor of safety of the wire F.S = 3.3 and a factor of safety of the pin F.S = 3.5. What are the required diameters of the wire (to the nearest mm) and the pin (to the nearest mm)? D 90 mm 20° 100 mm View a-a of B P = 2 kN
A tapered bar AB of solid circular cross section and length L is supported at end B and subjected to a tensile load P at the free end A. The diameters of the bar at ends A and B are dA and de, respectively. Determine the elongation of the bar due to the load P, assuming that the angle of taper is small P da A B T dв 1 m
All the options are given in KN and KN/m wherever applicable. Point A is pin support and point D is roller type support. Uniform horizontal load of 78KN/m is acting on beam AB while concentrated load of 136KN is applied at BCD. AB= 5m, BC=CD= 2m. What will be the bending moment in KN-m at joint B? Include (-) sign if negative moment. Express your answer in 2 decimal places. W A 4m 3m P
Determine the force in each bar of the truss shown in the figure in teerms of P.
7) A variable cross-sectional beam is pinned from the point B by BD bar as shown. Flexural rigidity of AB and BC beams are 2El and El, respectively. If the axial rigidity of the BD bar is EA, Determine the reaction forces at the point A by using, a) Superposition method b) Mohr method c) and show whether the results are overlap or not. (1= E). AL D EA L C EI E21 L Figure-7
Instructions: Provide given-required-solution and the FBD. Problem: The resultant of the forces P1, P2, and the couple C is the force R=12 kN acting at point A (R is not shown in the figure). Determine P1, P2, and C.
The cantilever beam AB, with the rectangular cross section shown, is supported by a 1/8-in.-diameter steel wire at B. The force in the wire was stress-free before the uniformly distributed load was applied. The beam and the wire are both made of steel with E = 29 x 10^6 psi. Determine the force in the steel wire and the elongation of the steel wire. What is the moment at A?
In the given loaded beam determine the resultant force, R and its location from the point A as it intersects the line AB. ANSWER IN STEP BY STEP WITH EXPLANATION
Solve the problem with complete and neat solution. Draw the figure. Determine the force in each member of the bridge truss shown. State whether each member is in tension or compression. 100KN K 3m 3m B