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HR-ROUND SECTION - Design Compressive Strength - AISC-360-22
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Example of design
Diameter (mm)
Effective Length (mm)
Yield Stress of Steel (MPa)
Calculate
Results
------------------------------------------------------ TOPOGRAPHIC FACTOR S1 - ABNT NBR 6123:2023 - item 5.2 Hills, ridges, and escarpments ------------------------------------------------------ Height of the hill................: 30.00 m Projection of the escarpment......: 150.00 m Height above ground level.........: 10.00 m S1 factor at B.................: 1.32 S1 factor at x.................: 1.32 Escarpment angle...............: 11.31 ° ------------------------------------------------ ------------------------------------------------------ TOPOGRAPHIC FACTOR S1 - ABNT NBR 6123:2023 - item 5.2 Hills, ridges, and escarpments ------------------------------------------------------ Height of the hill................: 30.00 m Projection of the escarpment......: 150.00 m Height above ground level.........: 10.00 m S1 factor at B.................: 1.32 S1 factor at x.................: 1.32 Escarpment angle...............: 11.31 ° ------------------------------------------------
