Draw the shear and bending moment diagram of the following beams using area method. Also make a
Question:
Draw the shear and bending moment diagram of the following beams using area method. Also make a summary table for the following values:
a. End reactions and moments (R left , M left, R right, M right )
b. Maximum positive and negative bending moment and locations (measured from left end)
Type of span: Simply supported
Span length: 20 ft
Beam Loadings:
Uniformly Distributed Load Of 20 Kips/Ft, Acting Along The Entire Length Of The Beam
Point Load (Downward) 25 Kips, at The Left Support
Point Load (Downward) 50 Kips, 5ft From Left Support
Point Load (Downward) 75 Kips, 10 Ft From Left Support
Point load (downward) 100 kips, 15 ft from left support
Type of span: Cantilever (fixed at right end)
Span length: 8 m
Beam Loadings:
Uniformly distributed load 10 kN/m along the entire span
Point load (downward) 20 kN, 4 m from the free end
Point load (upward) 20 kN, 2 m from the fixed end
Clockwise moment 40 kN, m at the free end
Type of span: Overhanging (supports are both located 8 ft from the ends)
Span length: 24 ft
Beam loadings:
Varying Load From 0 To 60 Kips/Ft, Acting From Left End To The Left Support
Uniformly Distributed Load 45 Kips/Ft, Acting From Left Support To The Right Support
Varying load from 60 kips/ft to 0, acting from the right support to the right end