{[ promptMessage ]}

Bookmark it

{[ promptMessage ]}

04-01ChapGere.0001

# 04-01ChapGere.0001 - A-PDF Split DEMO Purchase from...

This preview shows page 1. Sign up to view the full content.

This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: A-PDF Split DEMO : Purchase from www.A-PDF.com to remove the watermark 4 Shear Forces and Bending Moments Shear Forces and Bending Moments Problem 4.3-1 Calculate the shear force V and bending moment M at a cross section just to the left of the 1600-lb load acting on the simple beam AB shown in the figure. A 30 in. 800 lb 1600 lb B 60 in. 120 in. 30 in. Solution 4.3-1 Simple beam 1600 lb D B M 30 in. 800 lb A Free-body diagram of segment DB 1600 lb V D B RB RB 30 in. RA 60 in. 30 in. FVERT MD 0: 0: V M MA MB 0: 0: RB RA 1400 lb 1000 lb 1600 lb 1400 lb 200 lb (1400 lb)(30 in.) 42,000 lb-in. 6.0 kN 2.0 kN/m B 2.0 m Problem 4.3-2 Determine the shear force V and bending moment M at the midpoint C of the simple beam AB shown in the figure. A 1.0 m C 1.0 m 4.0 m Solution 4.3-2 Simple beam 6.0 kN 2.0 kN/m B A Free-body diagram of segment AC 6.0 kN C V 1.0 m RB RA 1.0 m M A C 1.0 m RA 1.0 m 2.0 m MA MB 0: 0: RB RA 4.5 kN 5.5 kN FVERT MC 0: 0: V M 0.5 kN 5.0 kN m 259 ...
View Full Document

{[ snackBarMessage ]}

Ask a homework question - tutors are online