to you by or on ' or communicat ight to take lega L1 This is not your own property so do not use it in any way as if it were your own M kshear equation> B This is not your own property so L2 do not use in any way as if it were your own 1.5 m the following format. Exploratory Distance 3 m Provide a summary of the intellec Simplified Equation mmun. BA) 829 kbending moment equation you or cou ers hav 3 m ake lega S and/o. x= 100 N Shear (N) L4 D This is not your own property so do not use it in any way as if were your own 2.5 m Law on ject to ight L3 Bending Moment (N-m)
to you by or on ' or communicat ight to take lega L1 This is not your own property so do not use it in any way as if it were your own M kshear equation> B This is not your own property so L2 do not use in any way as if it were your own 1.5 m the following format. Exploratory Distance 3 m Provide a summary of the intellec Simplified Equation mmun. BA) 829 kbending moment equation you or cou ers hav 3 m ake lega S and/o. x= 100 N Shear (N) L4 D This is not your own property so do not use it in any way as if were your own 2.5 m Law on ject to ight L3 Bending Moment (N-m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a
roller at A and a pin at C.
L1 = 202 N/m
L2 = 32 N/m
L3 = 222 N/m
L4 = 97 N/m
M = 89 N/m
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