Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 154
on the dimensions of the cross-section. This would also be true oftee-beams, except for thefact that under some con-ditions the beam might failby shearing vmder theflange; and the abovetheory provides for thoseconditions, by determiningthe pressure (P) as a func-tion of the length of thebeam (L).… … 126 REINFORCED CONCRETE 117 slab height, and that P is appHed at | of the height y^ By takingmoments about the center of gravity of the steel, we eliminate thesteel tension from the equation, and have the equation: Mo = P (f/ -\t)+ P(!J2 + .6 !,, ); Design of Tee-Beams. Although Equations 22, 23,…
Architecture · Building · Carpentry
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