Answered: Ca H: E C. L1 FIGURE M

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

Question

Each of the portal frame shown in figure M has a tributary span of 6 meters. It is subjected to wind whose pressure p is 1.44 kPa. H₁=4m, H₂ =2m, L₁=6m, L₂ =6m, C₁ = 0.8, C₂ = -0.1, C₃ = -0.5, and C₄ = -0.4. If the wind pressure acting normal to the roof is computed by the formula: W=Cp

Where:
C = Surface coefficient given above
p = wind pressure
V = wind velocity
W = wind pressure normal to the roof

If support B is changed into a hinge, and at D will be an interior pin,

1. Find the vertical reaction at support A

a. 5.16 kN

b. 3.96 kN

c. 3.36 kN

d. 6.68 kN

2. Find the horizontal reaction at support A

a. 5.95 kN

b. 4.58 kN

c. 2.45 kN

d. 7.98 kN

3. Find the Horizontal reaction at support B

a. 4.65 kN

b. 3.78 kN

c. 2.11 kN

d. 5.89 kN

Expert Solution

Step by step

Solved in 2 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