A fixed-end beam AB supports a uniform load of intensity q- 29.7 Ib/ft acting over part of the span. Assume that El = 300 kip-ft. (Solve by the method of superposition. Assume the + and the positive direction for moments is counterclockwise. Unless otherwise stated, use the statics sign convention.) (a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.) | kips |kips MA kip-ft kip-ft (b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x = 0 at A.) in.

A fixed-end beam AB supports a uniform load of intensity q- 29.7 Ib/ft acting over part of the span. Assume that El = 300 kip-ft. (Solve by the method of superposition. Assume the + and the positive direction for moments is counterclockwise. Unless otherwise stated, use the statics sign convention.) (a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.) | kips |kips MA kip-ft kip-ft (b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x = 0 at A.) in.

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: Determine the moments at Band C, then draw the moment diagram for the beam. Assume the supports at…

Q: A propped cantilever beam of length 2L with a support at B is loaded by a uniformly distributed load…

Q: Consider the foliowing free body dagram 2 N/m 20 m 10 m A- 20 N B,- 20N 20-x 2N/m A- 20 N 50 N/m 200…

Q: 2. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. El…

Q: Problem 1: A beam is supported by a roller at A and a pin at B. Determine the reactions at A and B…

Q: The carrier system in the figure has fixed support at point C and is loaded with vertical P load…

Q: Determine the moments at A and B, then draw the moment diagram for the beam. El is constant.

A: Beam ABC as shown. To find the movement at point A and B

Q: Problem 1. Concentrated load P, at B and difference AT(x) are applied to circular bar with Young's…

Q: A propped cantilever beam having a span of 6 m is loaded with a uniformly distributed load of 12kN/m…

Q: Replace the force system by an (a) equivalent resultant force and (b) couple moment at O. Take F3 =…

A: Given:From the figure:F1=-300kF2=200jF3=-0.15i-0.2j+0.3kNow,Equivalent resultant force is given…

Q: в P. A 60

Q: An indeterminate beam carries concentrated loads and a uniformly distributed load as shown in the…

Q: 1.) For the beam shown, determine the reactions at supports A, B, and C. then draw the SHEAR and…

Q: 6 m B 240kN/m 6 m 4.5m 750kN/m D

Q: 2. FORCE MЕТНOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due…

Q: the beam is subjected to a load F=400N and is supported by the rope and the smooth surfaces at A and…

Q: If the shear at point A on a beam is zero, then A.the slope of the bending moment at A must be zero…

Q: Problem 2-A concentrated couple, Mo = 600 Nm acts at the center of the simply Supported beam which…

Q: 100 kN 120 kN w = 10KN/m 2m 4m :B 4m 8m 6m

Q: Determine the vertical reaction (in kN) at the support C of the given beam using Method of…

A: Given data in question Load P Span member length To find out Reaction C

Q: Cantilever beam AB carries an upward uniform load of intensity q, from x = 0 to (see figure (a)) and…

A: (a) Consider the figure,

Q: Q5 Draw the influence line for (a) the moment at B, (b) the shear at C, and (c) the vertical…

A: Given data:

Q: Usin FORCE METHOD of Statistically Indeterminate Structure, determine the reactions at the supports…

A: Solution:-

Q: The frame in Figure I has a fixed support at D and pinned support at A. The frame has a constant El.…

A: Using Flexibility coefficient method : Step 1: Degree of indeterminacy = 5 - 3 = 2 Let D be the…

Q: Cut a cross-section through the beam and draw a free body diagram to the left of the cut. Determine…

Q: 3. A T-shaped structure is acted in by a distributed load that varies from 100 N/m to 0 N/m and by a…

A: Given data in this problem :⇒BD = 0.825 m⇒AD =1500 mm = 1.5 ma Distance dFrom the above…

Q: SOLVE THE INDETERMINATE STRUCTURE USING CASTIGLIANO’S THEOREM AND SHOW COMPLETE SOLUTIONS.…

Q: Determine the internal moments at A and B for the fixed-end beam

A: For using three moment equation extend the length of the beam into the supports for span = 0 Also…

Q: n the omage below Ties on the ground e supports the load Shown. Assuming the upward reaction of the…

Q: Use a computer program to determine the reactions on the beam. Assume A is fixed. EI is constant.

A: Before using a computer program let us have some basic theory. To analyze the indeterminate…

Q: A beam is loaded and supported as shown. Use the fourth-order integration method to determine the…

Q: 2.) Determine the reaction at the center support of the continuous beam using double integration…

Q: A propped cantilever beam of a length 2L isloaded by a uniformly distributed load with intensity…

Q: Cut a cross-section through the beam and draw a free body diagram to the left of the cut. Determine…

Q: Find the bending moment diagram. A is fixed, B is pinned. EI is constant.

A: Frame fixed at point A and pinned at points B and C.To find: Bending moment diagram.

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

A fixed-end beam AB supports a uniform load of Intensity q = 29.7 Ib/ft acting over part of the span. Assume that EI = 300 kip-ft. (Solve by the method of superposition. Assume the +x-direction is to the right, the +y-direction is upward,
and the positive direction for moments is counterclockwise. Unless otherwise stated, use the statics sign convention.)
9f
(a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.)
Ay
kips
B.
kips
M, =
kip-ft
MB
kip-ft
(b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x = 0 at A.)
8 max =
(c) Calculate the reactions at A and B if the distributed load is applied from A to B. (Enter your forces in kips and your moments in kip-ft.)
kips
By
kips
M.
kip-ft
M. =
kip-ft

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 2 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

41. FIND a. Vertical reaction at C b. Horizontal reaction at C. c. Axial force at member AB.
Problem 02. A propped cantilever beam having a span of 6 m is loaded with a uniformly distributed load of 12kN/m all throughout its unsupported length. Assume El is constant. Determine: a. The vertical reaction on the roller support in kN. b. The vertical reaction at the fixed-end support in kN. c. The horizontal reaction at the fixed end support in kN. d. The fixed-end moment in kN-m. e. The maximum deflection in terms of El. Note! A cantilever beam for which one end is fixed and other is provided support, in order to resist the deflection of the beam, is called a propped cantilever beam.
Please answer with explanation. Asap I will really upvote. Thanks
Using the Moment Distribution Method, kindly solve for the reactions of the beam below Note that: It is assumed that the support at B settles 25mm downwards E A В = -25MM В 7M ZM ZM ZM
SOLVE THE INDETERMINATE STRUCTURE USING THE MOMENT DISTRIBUTION METHOD AND SHOW A COMPLETE SOLUTION. Determine the reactions at the supports and then draw the moment diagram. Assume A is fixed. EI is constant.
Solve for the reactions, the midspan deflection, and the slope at the midspan. Use E = 70 GPa and I = 100 x 106 mm4 Final Equations with value of C1 and C2 EIy'' = EIy' = EIy = RA: RB: MA: Deflection: Slope:
For the beam structure shown below, both C and E are rollers, support A is pinned. El is constant within the structure. (1) Determine the degree of indeterminacy of the structure. (2) Choose appropriate redundant(s), then apply the Force Method to calculate reaction forces at all supports. (3) Draw shear and moment diagrams of the beam (4) Apply the Conjugate Beam Method to calculate the vertical deflection at point B. -12 ft- 30 k ↓ B H -12 ft- -12 ft- E = 29,000 ksi I = 1,500 in.4 30 k ↓ D -12 ft-
do asap
Determine the reactions at the supports and then draw the moment diagram. Assume A is fixed. EI is constant.