Using Three Moment Equation, determine all reactions at supports also, determine shear and II. bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa 1381 KN/m 1381 KN/m 690.5 KN/m D 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b = 0.25m b = 0.35m b = 0.45m

Using Three Moment Equation, determine all reactions at supports also, determine shear and II. bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa 1381 KN/m 1381 KN/m 690.5 KN/m D 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b = 0.25m b = 0.35m b = 0.45m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.10P: Solve the preceding problem (W 250 × 44.8) if the resultant force P equals 110 kN and E = 200 GPa.

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

III.
Using Three Moment Equation, determine all reactions at supports also, determine shear and
bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa
1381 KN/m
1381 KN/m
690.5 KN/m
D
B
4.0 m 3.0 m
7.0 m
4.0 m
b = 0.25m
h = 0.50m
4.0 m
b = 0.35m
h = 0.70m
b = 0.45m
h = 0.90m

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