integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. use virtual work equation and 8k 3 k/ft I puttry —4 ft- 4 ft- B -4 ft- 4 ft

integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. use virtual work equation and 8k 3 k/ft I puttry —4 ft- 4 ft- B -4 ft- 4 ft

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: The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa;/=…

Q: Determine the smallest cross-sectional area A for the members of the truss shown in Figure 2, so…

Q: Compute the value of the following for the beam shown: (EI is constant.) a. Slope A b. Deflection Ap…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;…

Q: 800 N/m

A: Given data:

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

A: Find Deflection at C = ? Given data LAB = LBC = 3.6 m LCD = 1.7 m E = 200 GPa = 2 × 105 N/mm2 I =…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: WCD |C D E LCD Lpe

A: Draw the free body diagram Consider the summation of forces in the vertical direction…

Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…

Q: For the cantilever steel beam [E = 210 GPa; 1= 90 × 106 mm4], use the double-integration method to…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi;…

A: The given problem is solved by applying the equilibrium equations. The algebraic sum of all…

Q: For the wooden beam calculate the slope at A above the roller and the deflection at point C. A P = 4…

Q: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite…

A: to find deflection at b,c,d

Q: 1. For the W12x96 beam with the loading shown, calculate the deflection at point D. E = 29,000 ksi A…

Q: Compute the deflection at C. A 5 m I 200 KN B 100 KN 10 m 21 E = constant = 250 GPa I=600(106) mm4 C…

A: Given, Simply supported beam with two point loads E = 250 GPa or 250000 MPa I = 600 x 106 mm4

Q: Determine the deflection at mid-span for the beam shown below if the cross section is 50mm wide by…

Q: A beam shown in Figure 2 is subjected to a point load of P kN at point B and a concentrated moment…

A: Solution;

Q: ists of a W14 × 34 structural steel wide-flange shape [E - 29,000 ksi; I = 340 in.4). is to compute…

Q: Civil Engineering 20 k 1,5 in. F12 ft--12 ft- 24 ft– actual beam (a) Find the Deflection at B, By…

Q: The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E - 29,000 ksi;…

A: Given, w0=7 kips/ftwCD=4 kips/ftLAB=7.5 ftLBC=7.5 ftLCD=9.5 ftLDE=4 ft E=29000 ksiI=340 in4

Q: Q1/Determine the deflection at point B of the steel beam ( use Conjugate Beam). I = 800 in E =…

A: The magnitude of the point load = 5 k The moment of inertia of the beam (I) = 800 in4 The modulus…

Q: For the beam loaded as shown, derive the equation of the following: a. elastic curve b. slope c.…

A: Solution- The Given diagram,

Q: Determine the slope and deflection at point A of the cantilever beam. Use E = 200 GPa and 1=…

Q: The beam with, cross-section shown, is subjected to the load shown. Using E-200 GPa, determi a. the…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…

Q: 2- (Final) For the beam shown in the figure (L=4m. w, =90KN/m, and El = 6000KN.m). If the deflection…

A: To find the point and value of maximum deflection

Q: Problem 3: For the truss structure and loading shown below, compute the horizontal deflection at…

A: A truss is hinged at D and roller supported at A,A point load is applied at C of magnitude 40kips in…

Q: I need help with this exercise from my homework. I have no idea about how to solve it. I need an…

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

Q: The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi;…

A: Slope: The angle formed between the actual beam and the deflected beam at the given same point is…

Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…

Q: The beam with, cross-section shown, is subjected to the load shown. Using E-200 GPa, determine a.…

Q: A 2 m long cantilever beam is fixed at the right end and carries a 2 kN concentrated load at the…

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

integration table to determine and compare the deflection at B and D.
Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000
ksi; / = 500 in* from A to C.
-4 ft-
use virtual work equation and
8 k
3 k/ft
I pottery
-4 ft-
B
-4 ft-
4 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: State the given data

VIEW

Step 2: Support reaction for the given loading

VIEW

Step 3: Support reaction for virtual load at B and D

VIEW

Step 4: Table for integration of moment expressions

VIEW

Step 5: Deflection at B and D

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 6 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

Consider the truss structure in the figure below. All diagonal members have axial stiffness EA, while the chord members have axial stiffness of 2EA. Using unit load method, find the vertical deflection at joint B. Feel free to use a spreadsheet to help with the tedious calculations, but please be sure the calculation steps are well set out.
NEED ASAP PLEASE
1. What is the max deflection & in the beam figure shown below with length L and a concentrated force at midspan P? y L/2 L/2 R = P/2 R2 = P/2
Determine the value of vertical deflection at F (mm). The El value of the cantilever ABC varies linearly from 2El at the fixed support to El at B and is constant from B to C. ElCANTILEVER BEAM ABC 3080 x 103 kNm2 EAALL FRAME MEMBERS 300 х 103 kN Note: Use two (2) decimal places in the final answer. Do-40 kN pin-jointed frame F E HE MA EI EI 2EI 120 kN VE 4.0 m 4.0 m 4.0 m 4.0 m 8.15 None of the above 5.75 O 9.82 w O'E
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 × 106 mmª]. For the loading shown, determine the beam deflection vc at point C. Assume P = 51 kN, w = 18 kN/m, LAB = LBC = 2.8 m, LcD = 2.2 m. C LẠB LBC LCD mm. Answer: vc =
solve this using conjugate beam method please.
The rigid frame is subjected to the distributed load and point load as shown in the diagram. IAB = 500in4 IBC = 800in4 ICD = 500in4 E = 29,000ksi Using the method of virtual work for frames, determine the horizontal deflection at roller A.
DETAILED COMPUTATION PLEASE.THANK YOU
Answer the following:
For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm 4/2 O -7.29 mm B W L/27 C
The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.^4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume Wo = 13 kips/ft, WCD = 5.5 kips/ft, LAB = 5.0 ft, LBC = 5.0 ft, LCD = 6.5 ft, LDE = 3 ft.
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 x 106 mm4). For the loading shown, determine the beam deflection vc at point C. Assume P = 87 kN, w = 24 kN/m, LAB = LBC = 2.5 m, LCD = 2.2 m. C LAB LBC LCD Answer: vc = mm.