Simple Moment (1, 5); Simple Shear (1, 6) - HP 48gII Advanced User's Reference Manual

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Example:
Given: L=20_ft, E=29000000_psi, I=40_in^4, a=10_ft, P=674.427_lbf, c=17_ft, M=3687.81_ft lbf,
w=102.783_lbf/ft, x=9_ft.
Solution:
= -0.0876_°.

Simple Moment (1, 5)

Equation:
P
L a
------------------------------- -
Mx
=
L
Example:
Given: L=20_ft, a=10_ft, P=674.427_lbf, c=17_ft, M=3687.81_ft lbf, w=102.783_lbf / ft, x=9_ft.
Solution: Mx=9782.1945_ft lbf

Simple Shear (1, 6)

Equation:
P
V
=
------------------------ -
Example:
Given: L=20_ft, a=10_ft, P=674.427_lbf, M=3687.81_ft lbf, w=102.783_lbf/ft, x=9_ft.
Solution: V=624.387_lbf.
5-6 Equation Reference
x
M x
w x
------------
-----------
+
+
L x
L
2
L a
M
w
+
---- -
+
--- -
L 2
x
L
L
2

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