Page 425 - Design of Reinforced Masonry Structures

H
2
V T
H
2
2
N
H
R T
wH
M max A max M a M max V a R e Moment Shear Deflection Moment M max = wHn 2 /12 V max = wH/2 (a) Fixed at top, fixed at bottom N N 2 2 wH H N N N 2 2 2 M max V max A max M max R e Moment Shear Deflection Moment M max = wHn 2 /8 V max = wH/2 (d) Simply supported at to
M max = wHn 2 /2 1 H 4 M max = wH 2 /8
V max Shear V e Shear
V T H
5 8
Deflection Deflection
Δ max Δ max (c) Simply supported at top, fixed at bottom
V max = wH (a) Free at top, fixed at bottom V max = 5wH/8

H R e R T H R e FIGURE 6.43

wH wH

6.76