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Engineering, 28.02.2020 00:40 juter92

Design forms to support a flat slab floor 10 in. thick of normal weight concrete using construction grade Spruce-Pine-Fir forming members and steel shoring. Ceiling height is 10 ft. and bays are 10 ft x 10 ft. Since forms will have continuing reuse, do not adjust base design values for short term load. Assume ¾ inch Plyform Class 1.

a. Estimate the Design Loads.
b. Determine (appropriate) Joist Spacing.
c. Determine Joist Size and (appropriate) Stringer Spacing
d. Determine Stringer Size and (appropriate) Shore Spacing
e. Determine Load on the Shores
f. Draw a Sketch Detailing the Design

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