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SPLICE
OF STRUCTURAL STEEL SECTIONS |
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| 1 | SPLICE DETAILS OF UN EQUAL SINGLE ANGLES |
| 2 | SPLICE DETAILS OF EQUAL SINGLE ANGLES |
| 3 | SPLICE DETAILS OF EQUAL DOUBLE ANGLES |
| 4 | SPLICE DETAILS OF UN EQUAL DOUBLE ANGLES |
| 5 | SPLICE DETAILS OF MB MEMBERS |
| 6 | SPLICE DETAILS OF MC MEMBERS |
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ALL DIMENSIONS ARE IN MMS. |
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ALL BUTT WELDS ARE FULL STRENGTH WELDS. |
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ALL EDGES SHALL BE PREPARED BEFORE BUTT WELDING. |
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SPLICE PLATES ARE DESIGNED FOR 40 % OF FULL STRENGTH OF THE MEMBER. |
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SPLICES SHALL NOT BE LOCATED AT THE POINT OF MAXIMUM BENDING MOMENT & OR MAXIMUM SHEAR FORCE. |
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SPLICE PLATES MAY BE OMITTED FOR PURLINS & SIDE RUNNERS FOR MEMBER SIZE UP TO 150 mm DEPTH. |
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BUTT WELD SHALL BE SINGLE " V " BUTT WELD FOR THICKNESS LESS THAN 16 mm & DOUBLE " V " BUTT WELD FOR THICKNESS EQUAL TO OR MORE THAN 16 mm. |
