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Design Forces For Splicing

This document presents force calculations for two cases of a waller design. Case 1 shows normal force calculations, with moderate major and minor bending moments and axial forces. Case 2 models one strut failure, with a much higher major bending moment but lower minor bending moment and axial forces than the normal case.

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andreashendi
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43 views1 page

Design Forces For Splicing

This document presents force calculations for two cases of a waller design. Case 1 shows normal force calculations, with moderate major and minor bending moments and axial forces. Case 2 models one strut failure, with a much higher major bending moment but lower minor bending moment and axial forces than the normal case.

Uploaded by

andreashendi
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Waller Design Forces

N (Axial)
Case Mmajor Mminor Vmajor Vminor Comp. Ten.
(kN.m) (kN.m) (kN) (kN) (kN) (kN)
Case 1 : Normal 77.16 35.19 110.09 29.86 105.38 90.77
Case 2 : One Strut Failure 179.80 4.10 143.94 4.63 138.11 71.68

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