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PR�..cR NAME: FLAKE BLDG TI <br /> JOB: N9-1624 <br /> Check two-way shear <br /> d <br /> � � TVal�un�aY <br /> /' ARFA FbC SHFJ�� <br /> G�- �' --� �1E/t�RlH�'Tf� <br /> � '-�C� <br /> � 'y � � <br /> �, .� : � <br /> P�� <br /> ��i�` P..,.� <br /> TWO-WAT ��K <br /> Distance to crd�cal section for shear, L, <br /> Ls= ll2 •c,12- d/2 = 250 - 2400/(2 • 12� - 1/2�650/12� = -002R <br /> Factored pressure at critical shear location, p� <br /> p„=p„max(L• x - L:)/(L -x ) = 2668(2.50- t25 - -0.02� / (2.50 - 1.25) = 2733psf <br /> Length of critical perimeter, bo <br /> bo= 4�c� � 2�d�2)] = 24.00 + 2�6,50/2]= 122A0 m <br /> Two-way shear. Vu <br /> Vu= p��B • L - ((c, +d �112)�� = 2733�2 50 • 2 50-((24 00+6 50�112)z] _ -574 Ibs <br /> � V�is the smallest <br /> q� V�_ �p(2 + 4Ip�)r'�''�b„d <br /> p�= long side of column � short side o( column = 24 CO I 24 00 = ' 00 <br /> �� V: = 221515 Ih�, <br /> Q� V� = �Db� .d/b„+ 2�f, ' •h J <br /> �� ,= 40 lor x�. <br /> �� ,= x, for xxa <br /> �. .= Y for .�r <br /> p V�= 152519Ibs <br /> � Vc= �14f�v:bod) <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> November 11, 2013 �Page 11�/ � 1 <br /> / <br />