MATH: Timber Design and Construction Method DOCX

Title	MATH: Timber Design and Construction Method
Author	M. Domingo
Pages	6
File Size	164.8 KB
File Type	DOCX
Total Downloads	247
Total Views	430

Summary

TIMBER DESIGN BENDING STRESS MC fb= 1 6M fb= bd ² M fb= S fb=bending stress b d2 ( S= section modulus ) 6 I =moment of inertia at t h e neutral axis bd ³ I= 12 d c= 2 SHEARING STRESS VQ fv= Ib fv=s h earing stress V =max . vertical s h ear Q=statical moment of area Q= A y bd d Q= 2 4 2 bd Q= 8 I =mo...

Description

TIMBER DESIGN BENDING STRESS fb= MC 1 fb= 6 M bd ² fb= M S fb=bending stress S= b d2 6 (sectionmodulus) I=moment of inertia at t heneutral axis I= bd ³ 12 c= d 2 SHEARING STRESS fv= VQ Ib fv=shearing stress V=max .verticals hear Q=staticalmoment of area Q=A y Q= bd 2 d 4 Q= bd 2 8 I=moment of inertia at neutralaxis I= bd 3 12...