Masonry Magazine August 1966 Page. 34
FIGURE 2
Free Standing Screen Wall with Reinforced Concrete Masonry Structural Frame
Maximum span-see Table 1
Fully grouted
Steel reinforcement
Fully grouted
Full mortar bedding
Reinforced c/m bond beam
Horizontal joint reint, (anchor into pilasters)
Fully grouted
Reinforced c/m pilasters
Steel T beam
FIGURE 2ª
Alternate End Support Using Steel Channel
Fully grouted
Steel channel
FIGURE 26
Alternate Intermediate Support Using Steel Channel
Fully grouted
Steel channel
Note-Provide Wire Ties in Mortar Joints and Anchor To Channel at 12-160.C.
FIGURE 20
Alternate Intermediate Support Using Steel H Beam
Steel H beam
FIGURE 20
Alternate Intermediate Support Using Steel T Beam
Anchor
12"-16"
FIGURE 20
Alternate Intermediate Support Using Steel Bar Plate
Steel bar plate
Anchor-12"-16" о.с.
FIGURE 3
Intermittent Bond-reduce allowable load in proportion to reduction of mortar bedded area.
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