V1. Using the SAP 2000 output, fill in the support reactions, draw the shear diagram for the beam, and draw themoment diagram for the beam for the LIVE load pattern. Show your results in space provided below anduse the sign convention for V and M given (note this sign convention may be different that the signconvention used by SAP 2000)2. Using the SAP 2000 output, find the vertical deflection in inches between the two roller supports (10 ftfrom each support) for the DEAD load pattern.1. Support reactions, V diagram, M diagram for the LIVE load patternM1.0 k/ft Distributed Live Load8 k Point Live Load10 ft10 ft312. Displacement (in inches) between the roller supports load for the DEAD load pattern

From the given question it is required to calculate the shear force, bending moment and support…

Answered: 1. Support reactions, V diagram, M…

1. Support reactions, V diagram, M diagram for the LIVE load pattern 1.0 kft Distributed Live Load 12 ft 8 k Point Live Load 10 ft 10 ft

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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

V
1. Using the SAP 2000 output, fill in the support reactions, draw the shear diagram for the beam, and draw the
moment diagram for the beam for the LIVE load pattern. Show your results in space provided below and
use the sign convention for V and M given (note this sign convention may be different that the sign
convention used by SAP 2000)
2. Using the SAP 2000 output, find the vertical deflection in inches between the two roller supports (10 ft
from each support) for the DEAD load pattern.
1. Support reactions, V diagram, M diagram for the LIVE load pattern
M
1.0 k/ft Distributed Live Load
8 k Point Live Load
10 ft
10 ft
31
2. Displacement (in inches) between the roller supports load for the DEAD load pattern

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