Draw the shear and moment diagramDetermine the-moment of ineroDetermine the-bending ar leppomA, and atne mid span3 in. 3 in. 3 in.6 in.2 in.15 kips15 kipsABC60 in.-40 in.40 in.

let vertical support reactions are VA& VD ∑Fv=0VA+VD =30VA=VD=302=15 kips due to symmetric…

Answered: 15 kips 15 kips A B в C D 60 in.- 40…

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

Draw the shear and moment diagram
Determine the-moment of inero
Determine the-bending ar lep
pomA, and atne mid span
3 in. 3 in. 3 in.
6 in.
2 in.
15 kips
15 kips
A
B
C
60 in.-
40 in.
40 in.

Expert Solution

Step 1 Solution

$l e t v e r t i c a l s u p p o r t r e a c t i o n s a r e V_{A} & V_{D} \sum_{}^{} F_{v} = 0 V_{A} + V_{D} = 30 V_{A} = V_{D} = \frac{30}{2} = 15 k i p s (d u e t o s y m m e t r i c l o a d i n g) S h e a r f o r c e S F a t A = V_{A} = 15 S F a t B = V_{A} - 15 = 0 S F A t r i g h t s i d e o f C = V_{A} - 15 - 15 = - 15 k i p s$

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