Bu izostatik veya hiperstatik yapı sistemlerinde düzgün yayılı yük ile yüklü herhangi bir kirişte, kiriş uç momentleri ile kiriş açıklık momenti arasındaki bağıntıya ait genel denklem verilmekte ve denklemin kullanılış şekli takdim edilmektedir
A new theorem named as “Theorem of Work Influence Lines” is given in this study. By this theorem, a general equation which gives the relation between beam end bending moments and beam span bending moment of any beam with uniformly distributed loads in statically determinate system or statically indeterminate system and usage form of the equation are offered
influence lines beam end bending moment beam span bending moment distrubuted load internal works external works
Other ID | JA22DM28AU |
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Journal Section | Research Articles |
Authors | |
Publication Date | December 1, 2006 |
Submission Date | December 1, 2006 |
Published in Issue | Year 2006 Volume: 8 Issue: 2 |