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<br />SCREW CONNECTION CAPACITY <br /> <br /> <br />1200 1100 1000 900 <br /> <br />800 700 600 500 400 300 <br />CAPACITY IN POUNDS <br /> <br />200 100 <br /> <br />0.100 <br /> <br />0.095 <br /> <br />0,090 <br /> <br />0.085 <br /> <br />0,080 <br /> <br />0,075 <br /> <br />0,070 <br /> <br />0,065 <br /> <br />0,060 <br /> <br />0,055 <br /> <br />0.050 <br /> <br />0.045 <br /> <br />NOTE: <br />1, VALUES BASED UPON SINGLE SHEAR TYPE CONNECTIONS. <br />2. USE MINIMUM THICKNESS OF ANY CONNECTED PART. <br />3, FIRST VALUE ON CHART IS SCREW SIZE, SECOND VALUI:: IS TEMPER (USE MINIMUM <br />APPLICABLE). <br />4 VALUES BASED UPON PLATED STEEL SCREWS. <br />5, VALUES BASED UPON ALLOY 6063. ALLOWABLE BEARING STRESSES. WITH ONE THIRD <br />INCREASE FOR WIND LOAD. <br />6. BOLTS OF EOUAL DIAMETER MAY BE SUBSTITUTED. <br /> <br />-/ <br />j/ <br /> <br />III <br />III <br />W <br />Z <br />~ <br />u <br />I <br />t- <br />.J~ <br /><{ III <br />_ W <br />0:: I <br />~ U <br /><{ ~ <br />:::; ........ <br /> <br />:::; <br />=> <br />:::; <br />Z <br />~ <br /> <br />) <br />, \' <br />.' \qV <br />~0I1 <br /> <br />