Answered: w = 3 kips/ft B D 8- P10.8

Engineering

Civil Engineering

w = 3 kips/ft B D 8- P10.8

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: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

Q: Please answer, I'll rate. Thank you very much! Solve using virtual

Q: For the beam shown below, determine the deflection at A in mm by the virtual work method and the…

Q: Determine the deflection at point C of the beam shown in Figure. E = 200GPa, I = 50(106 )mmª. 24 kN…

Q: A P a B b W пип C D

Q: 30 kN/ - 6 m

A: Given : Cantilever beam with UVL Conjugate Beam Method

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200…

Q: For Beam SP (EI Constant), use the Unit Load Method to Determine: 1. The Deflection at U 2. The…

Q: We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than…

A: E = 5000 ksi = 720000.00 ksf I = 1000 in4 = 0.0482 ft4

Q: The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

A: The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

Q: A cantilever beam with P1=63kN, P2=49 kN and w=36 kN/m has the loadings shown. Calculate the maximum…

Q: For the shown beam, calculate the deflection as well as the slope at point (e). EI is constant. 100…

A: Given data:- Beam diagram show in figure;

Q: Areas: E O AD = 400 mm2 CE = 500 mm² %3D 5 m D 2 m А В A C -2 m→-2 m→

Q: For the given beam shown, determine the deflection at midspan and it's free ends. El is constant and…

A: To find deflection at midspan and at ends

Q: Using the slope-deflection method, determine the end moments and the reactions at the supports of…

A: Given Data:E=200Gpa = 200×109N/m2=200×106kN/m2I=213×106mm4=213×10-6m4Suppoprt B settles by…

Q: Q.3 Determine the slopes at A and B for the beam shown below. Also, determine the deflection at C by…

A: Moment-area theorem-1: This theorem is used to calculate the slope of the beam at any point. The…

Q: SOLVE FOR BEAMS DEFLECTION USING VIRTUAL WORK METHOD D(Ctrl) 2 k/ft 10 ft -20 ft 15 ft FIG. P3.5…

A: When at any point we draw the tangent, then the movement at point is termed as the rotation of the…

Q: Use 3 decimal places

Q: Q.2 Compute the vertical deflection of point C for the beam shown below. Given that I = 1200 in.4…

A: To determine the vertical deflection at point C. The given beam is cantilever. For the given beam…

Q: For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi…

A: Intensity of UDL (w) = 3.2 kips/ft Intensity of point load (P) = 36 kips Young's modulus of…

Q: From the figure, the beam used has the following properties: L = 2 m, E 200 GPa and I = 200 x 10° mm…

A: a.) The expression for maximum deflection of the beam is given as…

Q: Solve Problems by the moment-areamethod. EI is constant. Compute the slope and deflection under the…

A: Solution Consider the diagram

Q: for the beam shown in figure, find the value of rotation at supports and the value of deflection at…

A: ∑MB=0RA×8=100×6+12×60×3×2+23RA=108.75kNRA+RB=100+12×3×60RB=81.25N

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

Q: 5. Deflection at midspan. EI is constant. 20 kN/ m A C 10 m

Q: 60KN 12KN/m D 3m 1m 2m 6m

Q: Find the minimum required value of I for the given beam if point C is noT to deflect more than 1.0…

A: Maximum deflection at C=1 cm =0.01 m E=200000 MPa=200000 ×106 N/m2=200000×103 kN/m2 Consider the…

Q: Q. 4 Determine the slope at the supports for the beam shown below. Also, determine the deflections…

A: Given data E = 29000 ksi I = 1000 in.4 Determine slope at the support and deflection at B & C.…

Q: For the cantilever steel beam [E = 300 GPa; 1= 129 x 106 mm4] shown in Figure, use the double-…

Q: P= 10 kN w =20 kN/m b 6m 2m

Q: Find the deflection at the midpoint BC of the loaded beam as shown in the figure by the double…

A: Given data UDL Point load Span length Simply supported beam Modulus of Elasticity Moment of…

Q: For the simply supported steel beam [E = 200 GPa; I = 129 × ] shown in figure, use the…

Q: 5. Given the beam loaded as shown, determine the deflection at the midspan in terms of EI. Use Area…

A: Given data Find mid-span deflection using Area Moment method

Q: 1.5 k/ft 30 k 6 ft +4 ft+5 ft- El = constant E = 1,500 ksi 1 = 20,000 in.4

Q: 50 kN 100 kN 50 kN E D F 1m в 2 at 2m = 4m EA = constant E = 120 GPa In addition to the loads of the…

Q: Problem 14.2. Determine the maximum deflection of the cantilevered beam. The beam is made of…

A: As the maximum deflection occurs at free end

Q: 147 How for the beam shown in figure, find the deflection and rotation at Free end by using double…

Q: Hw1: For the simply supported beam shown in Figure, determine the maximum deflection due to the…

Q: 4) A cantilever beam supports a uniformly varying load and a couple as shown in the figure. If EI =…

A: Given data EI = 300.65 KNm2

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

If no vertical deflection is permitted at end A for
the beam in Figure P10.8, compute the required weight
W that needs to be placed at midspan of CD. Given:
E = 29,000 ksi and I = 100 in.4

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 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

Given a cantilever beam, determine the slope and deflection at point A. El is constant. 30 KN/m A B 10 m
A statically determinate beam with two pin supports at A and B is shown in Figure 1. Use virtual work method to find the following • Vertical deflection at C Neglect the reactions in X direction. Take El as constant. A 4 m 25 KN с 4 m KB A Figure 1 1.5 m 8 KN D
Use virtual work method
Determine the maximum deflection for the beam shown. 40 k 60 k B с 10 ft 10 ft 10 ft I 21 I E = constant = 29,000 ksi I = 1,000 in.*
Solve fast please I need correct answes
Determine the horizontal and vertical deflection of joint C of the truss in the given figure. In addition to the load at joint C, the temperature of member BD is subject to a temperature increase of 60°F. For all bars, E = 29,000 kips/in.2, A = 4.4 in.2, and a = 6.5 × 10-6 (in./in.)/°F. A B 80 kips k 15'- +++ 15'- The magnitude of the vertical component of displacement for joint Cis & CY= in. ↓ The magnitude of the horizontal component of displacement for joint Cis & CX= in. (Click to select) 20'
A non-uniformly distributed load is carry by a 12 ft cantilever beam. What is the value of the kips maximum deflection and maximum slope of the beam if E = 30000- and in? != 8200 in*. Use Double Integration Method. 30 kips / ft 20 kips / ft A 12 ft E l is constant
The beam in Figure 1 has a symmetric cross-section with E = 200 GPa and 1= 17.5×10° mm*: • derive the algebraic expression for the deflection as a function of x = the distance from the left support (A). Use this to calculate the slope at the right end, and the maximum deflection in the beam and its location. 20 kN/m 75kN.m v(x) = j z j dv/dx at right end = Vmax Figure 1 location (i.e. x value) of Vmax =
Q6 Determine the maximum deflection in point B in frame shown in Figure 6. Q= 240 kN and E=200 GPa. Areas: E AD = 400 mm CE = 500 mm² 5 m 2 m A B C |-2 m→-2 m→| Figure 6
Determine the slope at B and the deflection at A by the conjugate method for the shown below. EI is constant.
Solve using conjugate beam method
Find the maximum deflection for the cantilever beam loaded as shown in the figure if the cross section is 50mm wide by 150mm high. Use E = 69GPa.