A steel cantilkuer projecting from a unitormly distributed of 20 KN/m. Yun. Find the slope and deflection af the beam. if of meters. is l0aded with wall I5 moment of inertia n 7550cm the the beamsection in TAke E= 210 Pa.

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 11.5.7P: Solve the preceding problem for a column with e = 0.20 in,, L = 12 ft, I = 2L7in4, and E = 30 ×...
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A steel cantilkuer projecting
from a
unitormly distributed of 20 kN/m.
Yun. Find the slope and
deflection af the beam
mefers.
wall is loaded with
15
if
the
imertia
in 7550cm
moment of
of
the beamsection
TAke
E=210 GPa.
Transcribed Image Text:A steel cantilkuer projecting from a unitormly distributed of 20 kN/m. Yun. Find the slope and deflection af the beam mefers. wall is loaded with 15 if the imertia in 7550cm moment of of the beamsection TAke E=210 GPa.
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