For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 108000 kip-ft² for the beam; wo = 7.2 kips/ft, LAB = 8 ft, LBC = 4 ft. wo Answer: (a) 0g = (b) VA = LAB rad in. B LBC

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 108000 kip-ft² for the beam; wo = 7.2 kips/ft, LAB = 8 ft, LBC = 4 ft. wo Answer: (a) 0g = (b) VA = LAB rad in. B LBC

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: P2 KN P1 KN A D 2m 5m 3m

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

A: From the given question it is required to calculate the slope of beam at B and deflection of beam at…

Q: Part A The simply supported shaft has a moment of inertia of 21 for region BC and a moment of…

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

A: Given:- EI=145000 kip-ft2wo=5.6 kips/ftLAB=13 ftLBC=7 ft To find:- Slope at B Slope at A

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

A: ∑Ma=0⇒Cy*6-9*3*1.5=0 ⇒Cy=6.75 KN∑Fy=0 ⇒Ay+Cy-9*3=0 ⇒Ay=20.25 KN

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

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

A: Maximum deflection occurs at the farthest point from the support. In spite of two support points, it…

Q: The cantilever beam loaded as shown has the following properties: El = constant. Using Double…

A: Using double integration method

Q: From the given beam shown. Determine the deflection at the free end. Use Double Integration. Let…

Q: 2 m 2 m A Determine C1. * 54 -72 72 Determine C2* O 148.4444 -130.6667 0. -197.3333 Find h.* O…

Q: 1- Find the deflection curve for the beam shown, then find the reactions at the supports. (Neglect…

A: Solution Spilit the beam into two-part

Q: Use 3 decimal Places

A: To determine the deflection at the free end D of the beam using the Three Moment Equation, we…

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

A: Macaulay's Method : We are using this method as the loading is not same through out the span…

Q: For the cantilever steel beam [E = 220 GPa; I = 83 x 106 mm4), use the double-integration method to…

Q: The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 25KN and M=…

Q: 2. A simply supported beam carries a uniformly distributed load as shown below, determine the…

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

A: From the given beam and loading shown it is required to compute the slope of the beam at B and the…

Q: For the given beam below, the 8 KN load is changed to 87 KN and the 4 KN load is also changed to 35…

Q: For the beam shown, solve for the deflection (in mm.) at B. Use the following data: W = 3.2 kN/m L=…

Q: SOLVE THIS USING CBM. THANK YOU. The trapezoidal loading is carried by the simply supported beam AB.…

Q: Find the value of deflection at 4 feet right from left support in beam shown in Figure 4 using Area…

Q: For the cantilever steel beam [E = 200 GPa; /= 135 × 106 mm4], use the double-integration method to…

Q: Calculate the slope and deflection at free end.

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

A: Wo = 7300lb/ft =7.3kip/ft EI = 38x106 lb-ft2 = 38,000 kip-ft2

Q: If the midspan deflection is 50mm, and the load P = 15KN, determine the %3D maximum length L of the…

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

A: Given:- Given Data:EI = 136000 kips.ft2w0=4.6kips/ft, LAB=13ft, LBC=7ft

Q: 8. A horizontal beam of unit length under load w(x) satisfies the system: y" = M, M" = w(x), x = (0,…

Q: 4kN 25KN/m C |D

Q: 9kN/m 3m 3m 2m А В C D Figure Q2 (b)

A: Using the double integration method to calculate the maximum deflection in the beam. In the double…

Q: Compute the maximum deflection for the cantilever beam loaded as shown. Assume E=200GPa and I=120 x…

Q: A simply supported beam with P1=52kN, P2=60 kN and w=20kN/m has the loadings shown. If the value of…

A: Answer We can calculate the deflection at point C using the Double integration method EId2ydx2=M M…

Q: Determine the maximum deflection for the beam shown by the moment-area method

A: To determine;

Q: . For the beam loaded as shown in the figure below, determine the following unknowns using any…

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

Q: 2. A simply supported beam is loaded as shown in the figure. Using Moment-Area Method determine the…

Q: W B X

Q: "| A Answer: VC= W LAB m mm. LBC P X

Q: Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load…

Q: Vertical rod CD of length L = 2 m, cross-sectional area A = 150 mm2 %3D %3D and modulus of…

Q: QUESTION 1 A built-in beam shown in Figure 1 carries a distributed load of 30 KN/m between point A…

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

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the
beam at A. Assume a constant value of El = 108000 kip-ft² for the beam; wo = 7.2 kips/ft, LAB = 8ft, LBC = 4 ft.
WO
X
B
C
LAB
LBC
Answer:
(a) 0g =
(b) VA =
rad
in.

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

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps

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

Need asap pls.
5 Decimals Please thank you Determine the deflection at point B (in inches). Determine the location of the maximum deflection from the left support (in feet). Determine the maximum deflection (in inches). Calculate the slope of the elastic curve over the right support. Calculate the deflection (in inches) at the right end of the overhanging beam.
From the given figure: Let P = 63kips, L = 10ft, a = 6ft %3D = Pa (- +L), and the elastic curve is Ely = Paz (- + L) Ра if the equation of the slope is EIy 6 determine the maximum deflection at segment AB from point A. E = 29 x 10^6 psi, I = 722 in^4 Note: Answer in three decimal places A В L- -а —
For the beam shown, calculate the beam slope at A. Assume that a = 77 in., b = 264 in., c = 87 in., w = 0.37 kips/in., P = 6 kips, and EI = 1336000 kip-in.2.Answer:θA = Type your answer here rad
6A beam is supported at A and B as shown in Figure Q6. Determine the equation for elastic curve and the equation for slope Locate the position of maximum deflection and determine the maximum deflection of the beam. Leave the answer in EI. (Ans: ymaxi= 1950.4(10')/EI, ymax=2824.8(10'/EI) 16 kN/m 13KN/m 20kN A B 3m 4m 8m Figure Q6
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, and (b) the deflection at B. Assume that EI is constant for the beam. Let w = 12 kN/m, L = 5.5 m, E = 215 GPa, and I = 120 x 106 mm4
reallyy reallyy in need asap
A simply supported beam (E = 12 GPa) carries a uniformly distributed load g = 100 N/m, and a point load P = 150 N at mid-span. L/2 L/2 The beam has a rectangular cross section (b = 75 mm, h = 200 mm) and a length of 3.6 m. Calculate the maximum deflection (in mm) of the beam. (Enter the magnitude. Solve the problem by the method of superposition. All beams have constant flexural rigidity EI.) תרח
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa;/= 370 × 106 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P = 62 kN, w = 19 kN/m, LAB = LBC= 3.7 m, LCD = 1.9 m. B C LAB LBC Answer: Vc = mm. LCD
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at. A. Assume a constant value of EI = 113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB = 15 ft. LBC= 8 ft. - Wo A Answer: (a) 8B = (b) VA= LAB rad in. B LBC C X
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of EI = 44 x 106 lb·ft2 for the beam; w0 = 6500 lb/ft, LAB = 4.5 ft, LBC = 10 ft, LCD = 5 ft.
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of EI = 34 x 106 lb·ft2 for the beam; w0 = 7900 lb/ft, LAB = 3.5 ft, LBC = 7 ft, LCD = 4 ft.