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2. 2 the gross sectional area shall be taken for all compression members connected by welds and turned and fitted bolts and’pins except that holes, which are not fitted with rivets, weld or tight-fitting bolts and pins, shall be deducted. 2 ) DEGREEOFEND RESTRAINT OB COMPRESSION Mmrnmt RECOMMENDED VALUE OF EFFECTIVE LENGTH Effectively restrained both ends b) Effectively held in position at both ends and restrained against rotation at one. 80 Effectively held both ends, but against rotation l-00 in position at not restrained 1984 MEMBERS SYMBOL 0’65 L a) c) held in position and against rotation at - (3) (2) (1) 888 L L \, 1 I ; I /’ I ( Canfinued) 41 1.

3 Wind, and earthquake forces are, reversible and therefore calls for rigidity in both longitudinal and transverse directions. To provide for torsional effects of wind and earthquake forces bracings in plan should be provided and integrally connected with the longitudinal and transverse bracings to impart adequate torsional resistance to the structure. 1 In shed type buildings, adequate provisions shall be made by wind bracings to transfer the wind or earthquake loads from trbeir Where the Gonpoints of action to the appropriate supporting members.

4 . DOUBLE LACED AND SINQLE LACED SYSTEMS COMBINED WITHCROSSMEMBERS 49 ‘. ,.. ,_ - . _... I8 : 888 - 1984 LACING ON FACE A LACING ON FACE A LACING ON FACE B PREFERRED Fro. 4 Thickntss of Lacing Bars - The thickness of flat lacing bars shall be not less than one-fortieth of the length between the inner end rivets or welds for single lacing, and one-sixtieth of this length for double lacing riveted or welded at intersections. 1 Rolled sections or tubes of equivalent strength may be used instead of flats.

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