w2 For each of the figures, draw a complete, clearly labeled FBD. All unknown supportreactions should be clearly labeled with a variable name. All known values should beclearly labeled with their known values.4. The L-shaped beam is supported by a pin and a roller.a. Find the x- and y-components of the 15 kN force.FxFyb. Compute the moment caused by the 8kN and 15kN forces about point A.Ma-2 m8 kN2 mB2 m5.15 kN4-FBD L-shaped beam2 m

Answered: Image /qna-images/answer/c63e7042-492e-4994-acbd-978afa76558f.jpg

Answered: For each of the figures, draw a…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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8 k Problem # 2 4 ft C Use the Virtual Work as 1 in.? the displacement method. E = 29000 ksi 2 in.? 1 in.2 1 in.? 3 ft 2 in.? Determine the force in each member of the truss. The cross- sectional area of each member is indicated in the figure. Assume the members are pin-connected at their ends. A
3. Determine the force in each bar of the truss shown in the figure in terms of P. 30 60° 30° 45 45°
Consider the simply supported beam shown below. L= 3m, w= 12kN/m, E= 180GPa, I = 140(10)^6 mm^4. Determine the following: A B |- -1 a. The maximum moment in the beam in kN-m b. The deflection at B in mm c. The location of maximum deflection measured from A in meters d. The maximum deflection of the beam in mm W C
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
The uniform rectangular panel ABCD has a mass of 40 kg and is hinged at its corners A and B to the fixed vertical surface. A wire from E to D keeps edges BC and AD horizontal. Hinge A can support thrust along the hinge axis AB, whereas hinge B supports force normal to the hinge axis only. Find the tension T in the wire and the magnitude B of the force supported by hinge B. 2580 mm 1110 mm Answers: T = B = i B D 40° N N E
8k Problem # 2 4 ft Use the Virtual Work as the displacement method. 1 in.? 2 in.? 1 in. 1 in. E = 29000 ksi B Determine the force in each member of the truss. The cross- sectional area of each member is indicated in the figure. Assume the members are pin-connected at their ends.
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 o, = 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)? dw D 90 mm B 20° 100 mm View a-a of B P = 2 kN
The frame system is pin supported at A and B, and has an internal hinge at E as shown below, 1. Find the slope at Cusing the principle of virtual work, ignore axial and shear deformations 2. Find the slope at Cusing the principle of virtual work, consider axial and shear deformations, knowing that section-area of members AD and BF equals 22x10³ mm?, and the section-area of members CE and EG equals 26x10 mm? 15 kN/m G 21 D 21 E Hinge 21 F 21 3 m 65 I I kN 3 m BA -3 m- 5 m 5 m 2 m E = 200 GPa I = 350 (106) mm4
calculate the Axial Force in kips on member BC
Calculate for the shear force in kN at member FC of the frame shown in figure 1 using Portal Method. Enter absolute value and use 2 decimal places in your solution.
PART 3. Determine the reactions at supports. Also, draw the shear and moment diagram per member. Problem 1. Note D is a fixed joint. P is the average of all nonzero digits. If there is a decimal, round up to the nearest whole number (For example, 2.3, say 3 and 4.8 say 5) 2P KN PKN ալ 2 m - 1 m D B A 4.5m 3P/10 kN/m E
The truss shown below is pined at A and has a roller at F. The Load applied at E is P=20 KN. The member GF is to be replaced. Determine the magnitude of the force F, in kN, that is required at C in order to safely disconnect GF. Give your answer to one decimal place. 3.5m 3.5 m -B 3.5m F KN 459 3.5m 45° D 3.5m 45° PKN

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