Plate 1A - Double Integration MethodDetermine the Deflection at the midspan of AB in inches unit. Use the Double IntegrationMethod. Distances are in feet. Show complete Solutions20k50k/ftE = 29x103 ksiI= 30 int20k/ftОв668.Technology Druven by (nnovntionPRU ALAANG RU AN FRU TROH[ Select ]What is the Vertical Reaction at A?[ Select ]v What is the Vertical Reaction at B?[ Select ]What is the Vertical Reaction at C?[ Select ]v What is the Deflection at Midspan BC?

A double integration method is one of the important methods of solving the deflection and slope of a…

Answered: late 1A – Double Integration Method…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Plate 1C - Conjugate Beam Method Determine the Deflection at the internal hinge in inches unit. Use the Conjugate Beam Method. Distances are in feet. Show complete Solutions 12k 12k 16k/ft E = 29x10³ ksi I= 400 in4 hinge A В TITT C 8' 5' 5' Technology Driven by (nnovation FRU ALARANG RULMAN U TRCH [ Select ] v What is the Vertical Reaction at A? [ Select ] v What is the Moment at A? [ Select ] v What is the Vertical Reaction at B? [ Select ] v What is the slope at point B in radians??
PLATE # 3 CALCULATE Oo AND Yo OF THE BEAM LOADED AS SHOWN USING CONJU GATE BEAM METHOD 5KN/m 20KN 30 KN M 2m 2m 2m 2m Im 21 E CONSTANT
PLATE NUMBER 9 TITLE: DOUBLE INTEGRATION МЕТНOD OBJECTIVE: TOo SOLVE THE BEAM USING DOUBLE INTEGRATION МЕТНOD 10kN 15KN 5kN 35kN/m 10KN/m 百 3m 3m 3m 10m 1. Solve the deflection at B. 2. Solve the deflection at C. 3. Solve the deflection at D. 4. Solve the location of the maximum deflection. 5. Solve the maximum deflection.
Find the maximum value of (p) that can be applied to the beam shown. (WD.L is included the self-weight of beam). h b b(mm) h(mm) 300 No. of bars(mm) size of bars(mm) 16 600 Fc Fy No. Of layers (mpa) (mpa) WD.L(KN/m) 400 One 2 30 L(m) 2.75
Solve the problem using Conjugate Beam Method. Show step by step solution. ANS: -0.19mm
PLATE CALCULATE O. AND Yo OF THE BEAM LOADED AS SHOWN USING CONJU GAT E BEAM METHOD 5KN/m 20KH 30 KN M 2m 2m 2m 2m Im 21 3I I of E CONSTANT
Determine the value of the deflection at C in mm. Answer in 2 decimals D• 20KN 30KN D E = 200,000 MPa A I = 9 x 107 mm4 to to 3m 2m 2m Your answer must be positive.
(b) A solid circular rod as in Figure Q1(a) is 600 mm long and 20 mm diameter. The rod is subjected to an axial force of P = 50KN. Upon loading, the elongation of the rod is 8 = 1.40 mm, and its diameter reduce to d' = 19.9837 mm. Determine the modulus of elasticity of the material. Assume that the material does not yield.
Deflection of beam Ql: Compute the value of Els at the distance 3m from A for the beam shown below: 1 AN/m M-2AN- m Q2: For the beam shown in figur, determine the value of I that will limit the maximum deflection to 20 mm. Use E=10*10° N/m. 600 N/m- Im 2m
For the system of coplanar forces acting on the particle as shown determine the following: • The components of the 300-N force along u- and v-axes. (Use Parallelogram Law) • Magnitude and direction of force F that must be added for the resultant to have a magnitude of 250 N directed 25° east of north. (Use Rectangular Component method) • Magnitude and direction of the minimum resultant R if F to be added is vertically downward. (Use Tip-to-Tail method) • Magnitude and direction of minimum force F that must be added for the resultant to have a magnitude of 250 N. (Use Tip-to-Tail method) • Magnitude and direction of maximum force F that must be added for the resultant to have a magnitude of 250 N. (Use Tip-to-Tail method)
The symmetrical two-pinned arch shown in Fig. P.16.22 comprises two segments each having a radius of 8 m. Calculate the horizontal reactions at the supports and the bending moment at the crown; the section properties are uniform throughout. Ans. 20.4 kN, 58.7 kNm.
4. A block placed under the head of the claw hammer as shown greatly facilitates the extraction of the nail. If a 200-N pull on the handle is required to pull the nail, calculate the tension T in the nail and the magnitude A of the force exerted by the hammer head on the block. The contacting surfaces at A are sufficiently rough to prevent slipping. 200 N 200 mm 20 45 mm 50 mm

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late 1A – Double Integration Method etermine the Deflection at the midspan of AB in inches unit. Use the Double Integration lethod. Distances are in feet. Show complete Solutions 20k 50k/ft 20k/ft E = 29x10³ ksi I= 30 int 6. 6. 8.