Answered: : F1 =12, F2 =15 , F3 = 21 a) Derive…

: F1 =12, F2 =15 , F3 = 21 a) Derive the shear value (in lb) 27 ft to the right of point A in segment EF b)Derive the moment

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 300 N/m 2.7 kN • m + 3 m -- 3 m--3 m-3 m-

A: Let,RA=vertical reaction at hinge supportRB=vertical reaction at roller supportsince, there is no…

Q: Determine the internal normal force, shear force, and bending moment at point A in the beam. Note…

Q: 50KN 50KN A B 5m 5m 5m 5m

Q: Determine the reactions at the supports and draw the shear and moment diagrams for members BC and CD…

Q: 5 kN/m A D В C 70 kN 70 kN - 3 m -→|-– 5 m –+ 3 m →

A: Given:-

Q: 4. Find the support reactions at A, B, C, and D. Assume E = 200GPa, and I = 1705 x10^6mm4. 32kN/m…

Q: Given beam (P = 24 kN) a) Find the internal forces at the midpoint of the BC length by cutting…

Q: 2. A 2m B 30kN 2m с 10kn/m 4m D 3m 15 kN/m E

A: Concept First we will calculate the reaction at supports.At every section we will calculate the…

Q: M1 = 4000 N/m M2 = 9000 N/m P = 3600 N (downward) w1= 800 N/m (downward) w2 = 600 N/m (downward)…

Q: : For the frame loaded as shown in figure supported by hinged at A and fixed at D. Assume El is…

A: The assessment of the effects of loads on physical structures and their components is known as…

Q: 4. Replace the forces acting at A and D with an equivalent force-couple system acting at point B.

Q: answer

Q: Draw the shear and moment curves label the maximum values of shear and moment. Blank 1 MN kips B↓…

Q: 60 lb -15 lb/ft A В F30° |C 3 ft 1.5 ft-

A: Firstly identify reaction at each support by equilibrium equatiin. Then stand at the left of 60lb…

Q: 3. The frame shown in the figure below is supported by a hinge at E and a roller at D. Compute the…

A: Given, Load at AB at a distance 2m from left= 24kN Find the horizontal and vertical component of…

Q: The compound shaft made from the same material consisting of two segments AC and CB is firmly…

Q: Determine the internal normal force, shear force, and bending moment at point D. Take w = 150 N/m.

Q: B 3 m 1.5 m A. Draw the shear force and the bending moment diagrams, V and M for the simply…

A: Given angle = 60 deg UDl = 12kn/m

Q: For the beam shown loaded with a uniformly distributed load of 10 kN/m, a couple of 2 kN.m, and an…

Q: Determine the reactions at the supports, then draw the shear and momont diagrams. Use the slope…

A: Given beam: To determine: Shear Force and Bending Moment Diagrams All supports are fixed

Q: Both shafts have the same diameter 2cm and are made of low quality steel G=77 GPa. A torque of 1200…

A: Given: Diameter of both the shafts: d=2cm=0.02m Length of the shaft AB: LAB=0.35m Length of the…

Q: 1. Determine the values of the shear V and the moment M at the following locations: immediately to…

Q: 2/35 The 30-N force P is applied perpendicular to the por- tion BC of the bent bar. Determine the…

Q: Q2) Determine the design angle Ø between st AB and AC so that the 800 N horizo force has a component…

Q: Determine the magnitude of the pin force at C given θ = 23° and P = 52 lbs.

A: P = 52 lbs θ = 23o

Q: drs - The semicircular rod has a 200 N load acting on it at the lower end in the direction shown in…

A: Given Data: The load acting on the lower end of the rod is P=200 N. The radius of the semicircular…

Q: D. E. C B. -4 m 4 m 15 kN 20 kN 00

Q: Solve for the support reactions of the beam shown below using 1.) 3ME and 2.) SDM. Assume beam is…

A: Analyze the given beam using the Three-moment equation method and Slope Deflection Method:2. Slope…

Q: 20 kips 12 kips 1.5 kip В D 8 ft 10 ft→ 8 ft 6 ft 3 kips 4 kips kips

Q: and D are fixed, B and C are roller. 30kN/m 30KN/m 5m 7m 5m

Q: If the uniform rod OA has a mass of 12 kg, determine the mass m that will hold the rod in…

A: The given figure is shown below: The given data is shown below:

Q: Q2) Determine the angle 0 where the moment about point B is equal to zero for the given force below.…

Q: В 4 m 1 m 4 m

Q: 55 kN 64 kN 100. kN/m D B Im 3m * Im R1 FIGURE A R2

Q: W=P=53 Draw the shear and moment diagrams. Please show the complete detailed solution.

A: Data Given: W=P=53 Asked: Draw the shear and moment diagrams

Q: 1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End…

Q: Determine the vertical displacement of joint D. The truss is made from A992 steel rods naving a…

A: consider joint A angle at A = tanθ=21.5θ= 53.13° Fy=0FADsin53.13-20=0FAD=25KNFx=0FAB+FADCos…

Q: 100 kN Frictionless pin 75 kN/m 55 kN/m 60 kN-m B |D 2.5 m 1m 1.5 m 3 m

Q: Compute the moment about the x-axis, y-axis, z-axis at A.

A: To find moment

Q: -4 m -4 m B 3m

Q: 2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value…

Question

Given: F1 =12, F2 =15 , F3 = 21

a) Derive the shear value (in lb) 27 ft to the right of point A in segment EF

b)Derive the moment value (in lb) 27 ft to the right of point A in segment EF

F1 lb
F2 Ib/ft
F3 Ib/ft
A.
D E
3 ft
6 ft
9 ft
3 ft
9 ft

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

Analyze the frame shown and draw the shear, moment and axial diagram. b d 3m 25kN - 4 m e1.5 m a. 2 at 4 m = 8 m
Use the portal method of analysis to analyse the frame. 1. Draw the moment diagram of FED. 2. Determine the maximum moment at the base of the frame
Solve Problem for the loading shown in figure and a settlement of 50mm at support B. Also determine the reactions and draw the shear and bending moment diagrams for the beams.
Draw the moment diagram using the force method
Determine the vertical displacement at A for the structure below by using virtual work and FMoA. Please treat the internal moment at C as the redundant force. (E, I = Constants; A = ∞) A P wit 40-50 L 3 L 2 L 2 B
Determine the magnitude of the pin force at C given θ = 18° and P = 57 lbs.
The steel beam is fixed at A and supported by a roller at B. El is constant all throughout the beam. A. Determine the value of Modulus of Flexural Rigidity in kN- m^2 B. Draw the Shear and Moment Diagram of the given beam: 100mm - 王 10 mm 7.5 mm 100mm 10 mm 7 kN/m 14 kN A 3.5m BO 1.5m C
Value is 81 kN Kindly right legibly. Thank you.
USE FORCE METHOD OF STATISTICALLY INDETERMINATE STRUCTURE. Determine the reactions at the supports A, B, and C; then draw the shear and moment diagram. EI is constant. A. DEGREE OF INDETERMINANCY , NO OF REDUNDANT SUPPORTB. FBD DIAGRAM WITH CUTTING SECTIONS C. SOLUTIONS AND VALUE OF REACTIONS D. SHEAR AND MOMENT DIAGRAM
3m For the truss determine the horizontal displacement of joint B. Assume AE is constant for all members using Virtual Work Method 3m B 3m 1 kN C
A 135kN force is applied as shown below. Compute the moment about the y-axis at A.
Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate through the angle e, = 0.75° when the load is applied, as shown in the detail. E = 72 GPa and |= 120 x 10°mm*. Determine the following: a. Reaction at A (kN) | 200 kN -2 m 2 m b. Moment at B (kN m) c. Slope at A in radians В d. Displacement at the application of 200kN load Detail