Deflection at Q if the float at Q is eliminated and the reaction at Q if the float is placed back to itsoriginal position, are respectivelyP0.379 m and 45.30 KN0.781 m and 45.30 KN0.651 m and 43.60 KNP = 80KN0.272 m and 43.60 KNQ+Pontoons 15 m² each8 mi8m.w = 9.81 KN/m³EI180000 KN.m²R

Calculate the deflection at Q :ΔQ = PL3 / 3EIwhere:ΔQ is the deflection at QP is the load at Q…

Deflection at Q if the float at Q is eliminated and the reaction at Q if the float is placed back to its original position, are respectively 0.379 m and 45.30 KN 0.781 m and 45.30 KN 0.651 m and 43.60 KN P = 80 KN 0.272 m and 43.60 KN 8m Pontoons 15 m² each Q 8m w = 9.81 KN/m³ EI 180000 KN.m²

Deflection at Q if the float at Q is eliminated and the reaction at Q if the float is placed back to its original position, are respectively 0.379 m and 45.30 KN 0.781 m and 45.30 KN 0.651 m and 43.60 KN P = 80 KN 0.272 m and 43.60 KN 8m Pontoons 15 m² each Q 8m w = 9.81 KN/m³ EI 180000 KN.m²

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Deflection at Q if the float at Q is eliminated and the reaction at Q if the float is placed back to its
original position, are respectively
P
0.379 m and 45.30 KN
0.781 m and 45.30 KN
0.651 m and 43.60 KN
P = 80
KN
0.272 m and 43.60 KN
Q+
Pontoons 15 m² each
8 mi
8m.
w = 9.81 KN/m³
EI
180000 KN.m²
R

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