Answered: P B D. L L O 72.8 kN О 37.2 kN 61.0 kN…

Engineering

Civil Engineering

P B D. L L O 72.8 kN О 37.2 kN 61.0 kN 45.0 kN 57.9 kN

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: 1) Assume q1 = 2kN/m and g. = 4 kN/m and a = 2 m and b = 3 m. Find the support reactions. A 9- Ay =…

Q: 100 kN 100 kN (4000 mm²) (5000 mm) D 75 kN 3 m (5000 mm) A (4000 mm?) 4 m E- 200 GPa mm) (4000 mm³)

Q: Q2: Using the stiffness displacement method, analyze the structure shown in figure (2) to find the…

A: Stiffness of the section 2-3 = 42I6Stiffness of the section 1-2 = 4I3Total stiffness of the section…

Q: Construct the shear-force diagram and identify the largest negative shear force. Assume a = 6.0 ft,…

A: Given:- a = 6.0 ft b = 12.0 ft c = 24.0 ft P = 2700 lb W = 1150 lb/ft To find:- Shear force…

Q: 15.25) Determine the member end moments and reactions for the frame shoun by using the…

Q: Solve by Consistent Deformats to find all reactions El 2x10KN. m2

Q: The structure shown irbelowFig. 1 has very stiff beams, and hence, will be Idealized as two degrees…

Q: 1. Determine the items listed below for the given structure. i. Statical indeterminacy ii.…

Q: Find the maximum compressive and tensile normal stresses in the section given in the figure. Draw…

Q: A solid 200-mm long, 40-mm diameter circular shaft has a modulus of rigidity of 70 GPa and is fixed…

A: Length of shaft L=200mmDiameter of shaft=40mmModulus of rigidity = 70 GpaTorque = 200N-mIt required…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

Q: Using the Slope deflection method, calculate the reactions at the supports of the beam shown: Assume…

A: Given

Q: Solve the reactions using consistent deformation or superposition. Show complete solutions in 3…

A: Given: W = 134 Required: Support reaction

Q: Plot the shear force and bending moment diagrams for the beam, knowing that M1 = 1.5 KN.m

A: As per company guidelines we are supposed to answer only 1 question please post other as a seperate…

Q: For the beam shown below, draw bending stress distribution along the depth of beam at free end. 50…

A: Given data Point load Cross sectional area Length

Q: Use the Direct Displacement Method (Stiffness Method) to compute all support reactions for the…

A: To compute: Support reactions

Q: Problem 1: For the propped beam below, determine the magnitude of the redundant reaction at the…

A: Given span = 3m UDL =2kn/m Let reaction at roller = RA

Q: Determine the resultant reaction in D In kN using slope deflection method or moment distribution…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation ### drawing of SFD and BMD#### Assuming EI=1×10^4 KNm^2

Q: 1. (Problem 7.3 from the text book) For the given state of stress, determine the normal and shearing…

A: step 1-

Q: 4 m A А 3 m b kN

Q: Determine principle stresses and the maximum shear stress based assuming normal and shear stress a…

Q: The T section shown in Fig. is the cross-section of a beam formed by joining two rectangular pieces…

A: Given : Max. shearing force in beam = 60kN This is a problem of solid mechanics where we are asked…

Q: Question 2) In the system given in the figure, a distributed load of w=36 kN/m acts on the rod AB of…

Q: In the beam is gi In the ngure, a) Calculate all the internal forces in the most critical section.…

Q: For the beam in figure: 1. Compute the maximum shearing stress devloped in the beam. 2. Determine…

Q: (i) A tie bar is 2.5 m long, has a circular cross section of 50 mm in diameter and is subjected to a…

A: (i)Given:bar length = 2.5 m Bar diameter = 0.05 m Load = 250 kNYoung’s Modulus, E = 209…

Q: USING CONSISTENT DEFORMATION

A: As per consistent deformation method, 1. Rule out the constrain to make it a determinate beam. 2. By…

Q: Item Number 1. Solve for the reactions, the midspan deflection, and the slope at the midspan. Use…

Q: The isotropically reinforced concrete slab is supported as shown in Figure (4). The slab is…

A: Step 1:Step 2:

Q: Please solve and explain this proble step by step with clear a clear solution

A: Step 1: Step 2: Step 3: Step 4:

Q: d = 200 mm, P =15 kN P2 = 4 kN b b b = 150 mm h = 1.5 m b 75 mm t = 13 mm A, 2 b = 75 mm t = 13 mm

A: Given: A square post with a tubular cross section is loaded as shown in the figure below. Required:…

Q: 1. A platform supporting a load hangs from point B. Ignore weights of the rod AB, the strut BC, and…

Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions are provided.

P = 53 kN
w = 13 kN/m
L = 4 m
A_y = 44.00 kN
D_y = 61.00 kN

P
B
D.
L
L
O 72.8 kN
О 37.2 kN
61.0 kN
45.0 kN
57.9 kN

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 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A force of 521 kN is applied at joint B to a system of two-pinned joined bars shown in the figure. Determine the required cross-sectional area of the bar BC if the allowable stresses are 175 MPa in tension and 74 MPa in compression. 521 kN B 1.5 mt 1.5 m 3.0 m 3.0 m
The solid circular section EF rod in the figure is fixed to the wall at point F. Forces P1 = 1 kN, P2 = 2 kN were applied from point D of the DE rod, which is rigidly connected to the rod. Calculate the stress states occurring at points A and B and show them on the small volume elements removed from these points. The diameter of the EF rod will be taken as d = 50 mm. Do not give answer in image and hand writing
Draw the shear and bending moment diagram of the given system. Flexural rigidity is equal to EI. Use Method of consistent deformation.
Figure 1a shows a simply supported beam, AB of length L = 3 m, with a uniform distributed load of w = 4.8 kN/m. The bending moment diagram is shown below the beam and the cross-section in Figure 1b. The cross section has a constant thickness t = 9.4 mm, the width of the flange is b = 253.8 mm and height of the web is d = 206.8 mm. Determine the maximum bending stress in compression. Determine the maximum bending stress in tension
For the cross-section shown in figure. Torque,T= 150 kNmm. q1, q2 and q3 are the shearflows in cell I, II and cell III respectively. Here thickness of different sections are:t12 = t25=t56= 0.03t23 = t34 = t45 =0.04t61 = 0.035curve 61, t =0.025G = 55000 MPaDraw the shear flows distribution diagram for the given section
2. Determine the reaction at the supports using E= 70 GPa and I = 1,300,000,000 mm^4. Use excel spreadsheet to determine the values of the unknowns. Draw the FBD of the beam with the calculated values of the support reactions. 150 kN 35 kN/m 4.0 m 2.0 m 2.0 m
USE DOUBLE INTEGRATION METHOD.
Example 24.4. Calculate the maximum torque that can be transmitted by a 35 cm diameter shaft if the twist in the shatt is not to exceed 1 degree in 15 diameter of length and also the shear stress is limited to 50 MPa. Take modulus of rigidity for the shaft material C = 85 GPa.
For the two-shaft shown below, rank each point (1, 2, 3, 4) on the cross-sectional areas in terms of shear stress. Both shafts are subjected to the same torque T. Shaft A has a radius of 4 cm. Shaft B is a hallow shaft that has an outer radius of 8 cm and inner radius of 5 cm. 4 1 2. 5 cm 8 cm 1 cm 4 cm Shaft A: solid shaft Shaft B: hallow shaft
For the beam with loading shown in Figure 4.0, a. Draw the shear and bending-moment diagrams for the beam AB b. Determine the maximum normal stress due to bending and shearing stress of the beams 45 kN · m 16 kN · m 250 mm A B. 75 mm 2.4 m -1.2 m
The bottom of the hollow shaft shown in figure 2 is fixed to a surface acting as a rigid support. Suppose the hollow shaft has an inner radius of r, = 40mm and outer radius r, = 55mm %3D %3D Figure 2 a) Determine the torque T if the maximum shearing stress is not to exceed 60 MPa. b) Suppose that the shaft is solid instead, with the same outer radius. Use the calculated torque T from part a, and determine the maximum shearing stress of the solid shaft due to torque T. c) Why would we still choose a hollow shaft when it will experience higher stress compared to a solid shaft?