Determine the slope at B and the displacement of B due to the horizontal Load (Yhb) AT "e"LOAD (YHe).5. DETERMINETHESLOPEAND THEDISPLACEMENTOFDU ETOAHORIZONTAL1ok2.4 k/ftGK20'EICONSTANT

∑MA = 06×8-5×10+2.4×20×10-20RD = 0RD = 23.9 kips∑Fy = 010+2.4×20 = RA+RDRA = 58-23.9RA = 34.1…

Answered: 5. DETERMINE AT "B" THE SLOPE AND THE…

5. DETERMINE AT "B" THE SLOPE AND THE DISPLACEMENT OF B DU E TO HORIZONTAL LOAD (YHB). A 1ok 2.4 k/ft C 4 6K 20' EI CONSTANT

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: 0.75 m 1.5 m A B Steel Aluminum A = 250 mm? E = 200 GPa L = 2 m A = 300 mm? E = 70 GPa D Figure…

A: tanθ=∆AAO=∆BOB ∆A0.75=∆B1.5⇒∆A=∆B2

Q: 3. Estimating CHB wall materials considers the following except; A. Thickness of CHB D. Spacing of…

Q: 8. A stress element dia is shown in fig. Compute the normal. t shear stress on plane. Am. (a) страж…

Q: Determine the degree of indeterminacy and the bar force of member AD. All areas are equal and…

Q: The 36-kg homogeneous smooth sphere rests on the 26° incline A and bears against the smooth vertical…

Q: Determine the displacement at C and E. Assume A is a fixed support, B is a pin, and D is a roller.…

Q: Examples Determine the moment of each of the three forces about point A. F2 = 300 N F = 250 N 30 60…

Q: 2-2-2 Two identical 1.5in diameter solid struts are used to support the load at A. Find P if the…

A: Given : Dia of solid struts = 1.5 in. Vertical displacement of point A is 0.025 in. and E 29000ksi…

Q: Rx -500 kN %3D Ry = -400 kN

Q: 4m C. L000 N 3m DE 3m F

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

Q: Solve the problem using Moment -Area Method Problem II. The midpoint B of the steel cantilever beam…

A: Draw the free body diagram

Q: A #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I 70(106) mm².…

A: Slope and displacement at the end C

Q: The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of…

Q: 4. For the beam with built-in ends, determine (a) all the support reactions; and (b) the…

A: from the given data

Q: DETERMINE P IF EI YB= 0 %3D AND DETERMINE REACTION6 AT SUPPORTS. 5KN|m 3KN|m EI CONSTANT

A: Cantilever beam: A beam which extends horizontally supported at one end and one end is free. A…

Q: Determine the displacement at point D. El is constant.

Q: Derive an expression of the maximum statical moment of area, Q and its location from the given…

Q: A beam is subjected to equal bending noments of M, = 2700 N-m. The cross-sectional dimensions are b=…

Q: If the overhanging beam has the flexural modulus, EI = 17(10³) N-m², determine the displacement at…

A: Given :

Q: (a) In terms of w, M,, and L, determine the load vectors (b) In terms of E, I, and L, determine the…

A: Draw free body diagram Draw determinate structure and do numbering Draw determinate structure with…

Q: The figure which is in equilibrium under the forces P and F = 42 kN inclined at θ= 48o, is…

A: Draw the free-body diagram of the joint.

Q: Determine the support reaction at Cusing Conjugate Beam Method. Indicate the negative sign if the…

A: In the real beam the support reactions are ∑MD=0 RC×6=12×12×36×4+5×12×6+15RC=206.5 KN ∑Fy=0…

Q: Determine the vertical displacement at A (AA) of beam in Fig.3. Assume D is a fixed support, C is an…

A: EI = constantDetermine the vertical displacement at A of the beam using Conjugate beam method.

Q: A weight W= 120 kN is being supported by steel sections with force T, force F, and force C. The…

Q: civil engineering Article Determine ( ↑ 0.3mm A=1m² केतिला Top plate 2 kinematic viscosity 3…

Q: 2- Find the hydrostatic force on the quarter circle. into screen is 1,a (m). n=7ab0 (N/m') 2.b (m)…

A: Given data, γ1=7720 N/m3γ2=9872 N/m3H1=2.2 mH2=1.7 mr=1.2 mL=1.7 m

Q: The simply supported beam carries a uniformly distributed load over part of its length. Compute the…

A: To find displacement at mid of beam

Q: 2) Determine the slope and the displacement at the end C of the beam. E-200 GPa, 1=18(10) mm* Use…

A: ###Determination of slope and deflection of beam at C using Conjugate Beam Method####

Q: 30 kN 5 90 kN 'A B 13 30 kN 400 mm- - 600 mm- The 30-mm-diameter A-36 steel rod is subjected to the…

A: Given:- Diameter = 30 mm E=200×103 MPa To find:- Displacement of end A with respect to end C

Q: 2 kip/ft 6 in 10 in В 16 in E• D. 40 kip 16 in 5 ft 5ft 10 ft The simply-supported beam-column above…

A: Given:- The simply supported beam is loaded with uniform load and an axial load The magnitude of the…

Q: Determine the horizontal displacement of joint B. You can assume that joint B displaces to the left.…

A: To find the horizontal displacement at the point B in the truss.

Q: A weight W= 120 kN is being supported by steel sections with force T, force F, and force C. The…

Q: the displacement at point D. El is constant.

Q: Determine the displacement at B using Conjugate-Beam Method

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 600 × 106 = 6 × 108 mm4 Find displacement ( slope and…

Q: Calculate the horizontal displacement of point B. EI is constant for all members (p=50kN , W=90KN/m…

A: The formula for ,deflection from unit load method =∑∫1nMm dsEInwhere, M is the bending moment due to…

Q: E = 200 GPa А 3 300 mm? L = 3 m | 50 kN 2 m 2 m A B D 3 m 1.5 m

Q: determine the vertical displacement at Joint C of the truss. Each member has a cross-sectional area…

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

Question

Determine the slope at B and the displacement of B due to the horizontal Load (Yhb)

AT "e"
LOAD (YHe).
5. DETERMINE
THE
SLOPE
AND THE
DISPLACEMENT
OF
DU E
TO
A
HORIZONTAL
1ok
2.4 k/ft
GK
20'
EI
CONSTANT

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 Given

VIEW

Step 2 Moment equations in members due to external forces

VIEW

Step 3 Calculation for horizontal deflection at B

VIEW

Step 4 Calculation for horizontal deflection at B

VIEW

Step 5 Horizontal deflection at B

VIEW

Step 6 Calculation for slope at B

VIEW

Step 7 Calculation for slope at B

VIEW

Step 8 Slope at B

VIEW

Step by step

Solved in 8 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

2.5 me A 4 m 30° 90° 90° 100 N F 1. Determine the force F to maintain the bell crank shown in equilibrium. Neglect friction at Pivot point A.
r The two 4° wedges are used to position the te column under a load L. What is the least value of the e coefficient of friction u, for the bottom pair of sur- faces for which the column may be raised by apply- ing a single horizontal force P to the upper wedge? H1=0.30 IS. H2 0.378 %3D H2
Assume that M0 = 5.90 kip-ft and L = 3.20 ft. Determine the reaction force at B. Assume that EI is constant for the beam. (Reminder: The roller symbol implies that both upward and downward displacement is restrained.)
A vertical steel bar ABC is pin-supported at its upper end and loaded by a force P1 at its lower end. A horizontal beam BDE is pinned to the vertical bar at joint B and supported at point D. Load P2 and moment M are applied at end E. Calculate the vertical displacement δC at point C if the loads are P1 = 2.5 kip, P2 = 1 kip, and M = 25 kip-in. The modulus of elasticity is E = 29,000 ksi and crosssectional areas are A1 = 0.25 in2 A2 =0.15in2 .Ignore the weight of the bar.
- Determine the displacement at A. Assume B is a roller, D is a fixed support, and C is an internal hinge. El is constant. (By Using Unit Load Method) 60 kN 4 m B 4 m
Determine the Global stiffness matrix of the continuous beam shown. Assume EI is 150kN -m² is constant for each element.*For uniform load Q= 48 kN/m*For concentrated load P= 48 kN
Use Conjugate beam Method P = 54 a = 2
Using stress transformation equation
Hello Kindly solve this question for me as soon as possible
Determine the vertical displacement of joint C. B Cross-section of the truss C P The length of the truss AB, BC, AC, L, is 1,580 mm. The applied force at point C, P, is 55 kN. The diameter of the three trusses, D, is 26 mm. The elastic modulus of the three trusses, E, is 240 GPa.
Fast plz
Determine the variation in the width w as a function of x for the cantilevered beam that supports a concentrated force P at its end so that it has a maximum bending stress sallow throughout its length. The beam has aconstant thickness t.