Page 221 - Design of Reinforced Masonry Structures
P. 221
DESIGN OF REINFORCED MASONRY BEAMS 4.85
A
A
20'
16'
8' t
d 4'
Diaphragm seathing 4" Minimum wood ledger
Ledger bolt Joint hanger
8' 8' 8'
FIGURE 4.24 Uniform load from the roof is transferred to the wall through a ledger beam bolted to the wall.
