a 6m simply supported beam with ends supports carries a dead load of 25k N/m (excluding its own weight) and a 15k N/m live load , both acting throughout the entire length of the beam. also , two (2) concentrated dead loads 50 kiloNewton and 35 kiloNewton 1.2m apart act where the 50 akiloanewton load is at distance 1m from the left support using the 2010 NSCP factors determine the maximum ultimate shear and maximum ultimate moment on the beam . Present the V and M diagrams. The 0.30 x 0.45m beam weights 23.6 KiloNewton/m3 Problem 1. A 6m simply supported beam with endsupports carries a dead load of 25 k N/m (excluding its ownweight), and a 15 k N/m live load, both acting throughoutthe entire length of the beam. Also, two (2) concentrateddead loads 50 kiloNewton and 35 kiloNewton 1.2m apartact where the 50 kiloNewton load is at a distance of 1mfrom the left support using the 2010 NSCP factors,determine the maximum ultimate shear and maximumultimate moment on the beam. Present the V and Mdiagrams. The 0.30m x 0.45m beam weighs 23.6kiloNewton/m3.

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Answered: Problem 1. A 6m simply supported beam…

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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a 6m simply supported beam with ends supports carries a dead load of 25k N/m (excluding its own weight) and a 15k N/m live load , both acting throughout the entire length of the beam. also , two (2) concentrated dead loads 50 kiloNewton and 35 kiloNewton 1.2m apart act where the 50 akiloanewton load is at distance 1m from the left support using the 2010 NSCP factors determine the maximum ultimate shear and maximum ultimate moment on the beam . Present the V and M diagrams. The 0.30 x 0.45m beam weights 23.6 KiloNewton/m3

Problem 1. A 6m simply supported beam with end
supports carries a dead load of 25 k N/m (excluding its own
weight), and a 15 k N/m live load, both acting throughout
the entire length of the beam. Also, two (2) concentrated
dead loads 50 kiloNewton and 35 kiloNewton 1.2m apart
act where the 50 kiloNewton load is at a distance of 1m
from the left support using the 2010 NSCP factors,
determine the maximum ultimate shear and maximum
ultimate moment on the beam. Present the V and M
diagrams. The 0.30m x 0.45m beam weighs 23.6
kiloNewton/m3.

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