Answered: a = 20 kN b C 12 = 30,000 cm4 E =…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

For Beam AB (EI Constant), use the Unit Load Method to Determine: 1. The Deflection at C 2. The Rotation at Support A. 6 kNim B
Use Conjugate-Beam Method
Problem 3 Conjugate Beam Method: For the given beam below, answer the questions. El = constant: P M=Pa B a a (a) Draw the conjugate beam (clearly show the supports of the conjugate beam and mark the important values). (b) Determine the slope angle at point B, 0B, of the real beam using the conjugate beam method. Determine the deflection at point B, Ag, of the real beam using the conjugate beam method.
Thumbs-up will be given. Solve in 4 decimal places. Box the final answer. Using the Castigliano's Theorem, Calculate the total deflection at joint G. Consider uniform cross sectional area A= 500mm² and modulus of elasticity E for all members is 200 GPa. Let P = 153 kN and 2P = 153(2) = 306 kN
2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member are shown. E is 200GPa and the same for all members. Use either unit load method or 200 kN castigliano's method in solving 200 KN P (in kN) P = 229 KN G (2500 mm²) D (2500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) -2m- E (1500 mm²) (1500 mm²) (1500 mm²) (1500 mm²) B 1-2m- E = 200 GPa (2500 mm²) F (2500 mm²) 4m 4m
Solve using: (Complete Solution) A. CONJUGATE BEAM METHOD B. VIRTUAL WORK METHOD Determine the deflection at point C of the beam shown. E = 200 GPa. I = 250(10^6)mm^4.
The truss structure shown contains 15 pin-connected elements each with a cross-sectional area of 200 mm² and a modulus of elasticity of 210 GPa. Determine the vertical deflection of point H using Castigliano's method. D 3 m E 3 m 3 m F 3 m B H 3 m 8 kN A
Use the Double Integration Method.
Subject: Structural Theory 2 Task: Answer this question in different methods such as Double Integration method, area moment method, conjugate beam method, AND virtual work method.
SOLVE ONLY ONE OF THE FOLLOWING, using either the Unit Load Method/Method of Virtual Work or the Castigliano's Theorem: A A.) For the truss loaded as shown in Fig A, calculate the total deflection at joint D. Consider uniform cross sectional area A= 500mm² and modulus of elasticity E for all members is 200 GPa. B.) For the rigid frame shown in Fig B, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 104 cm4 and E is constant at 210 GPa. P= 151 kN P in KN B H O G 4@3m 12 m Fig. A P in kN LL D 4m 120 kN/m B 120 kN/m A 4m Fig. B P in kN 3m 5m
Subject is structural analysis Please show each steps to the question and make it easy for me to understand. Explain the diagram
Use Conjgate Beam Method

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

a = 20 kN b C 12 = 30,000 cm4 E = 20,000 kN/cm² 60,000 cm4 + 3 m 3 m