Laserfiche WebLink
<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br /> <br />-- -------~---_.._--_._--_.~---------- <br /> <br /> <br />POST SIZE <br />(SEE TABLE 2.2.1 AND I OR <br />TABLE 2,2.2) <br /> <br />BEAM SPAN -~~-j.. <br />USE W/2 FOR BEAM SIZE <br /> <br />(SEE TABLE 2,1,1 AND lOR TABLE 2.1,2 <br />AFTER COMPUTING "A" LARGEST VALUE) <br /> <br />SIDE VIEW SINGLE OR DOUBLE BAY CARPORT <br /> <br />SPLICE TO BE LOCATED <br />1/4 TO 1/3 BEAM SPAN AND <br />STAGGERED EACH SIDE <br />OF SELF MATING BEAM <br /> <br />DENOTES SCREW <br />PATTERN NOT NUMBER OF <br />SCREWS <br /> <br />PLATE TO BE SAME <br />THICKNESS AS BEAM WEB <br /> <br />BEAM SPLICE S~ALL BE <br />MINIMUM d - ,50. <br /> <br /> <br />I ~ ~ + ~ + + + <br /> <br /> <br />PLATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP <br />CUT <br /> <br />FASTENER SIZE, NUMBER <br />AND SPACING <br />1" MAX. (SEE TABLE 1.6) <br /> <br />SELECT FASTENERS <br />FROM TABLE 1,6 <br /> <br />d = HEIGHT OF BEAM <br /> <br />l' d-,50" -~ d-.50"--f <br /> <br />HEIGHT 2 x (d - .50") <br />LENGTH <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O. BOX 4366. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-<5556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br /> <br />2-11 <br />