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e � i, <br /> I Table l. Alloa•able End•Wall Shcar Values for 12 and 20 ft. Building lieights. Secifon 6.0 gi�•es <br /> conslruction dclails for end•Nall diaphragm constructions Q•I Ihrough Q-5. <br /> IAllowable Fnd-Wall Shear Strength,R(Ibs/h) <br /> End•Wall 12 ft. Zp h, <br /> IConswclion Cciling Ceiling <br /> Ql 100 70 <br /> IQ2 170 165 <br /> Q3 I90 190 <br /> IQ4 330 3qp <br /> IQS SIS 570 <br /> The allowable cnd-wall shear capacity is given by <br /> I SC-(W- DN� R �3� <br /> I wherc <br /> W is the width of the building in fect(Figurs 1) <br /> DW is ihe door(or opcning)width in fcet(Fgwe 1),or distance betwcen end-wall swctural posts <br /> I surrounding thc door,whichevcr is greatcr. If more than one door is installed,DW is the total <br /> of door w•idths. <br /> R is thc allowable end-wall shear slrength in Ibs/ft from Table I. <br /> INote: Sec Section 4.0 <br /> I <br /> ! <br /> 1 <br /> ! � <br /> I �-- D W --� <br /> ( �------ W -----'I <br /> � Figure I. End wall showing door opening,gable-end lruss and posts. <br /> I \ <br /> � <br />