PS Strut Channel
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1 PS Strut Channel (1 5/8 x 13/16 x 14 GA.) FISH: PLA PRE-GALVANIZED PATED GREEN PVC COATED (BLACK POLY VYL CHLORIDE RES COATED TO A MAX THICKNESS OF 20 MILS) BE REDUCED FOR ECCENTRIC LOADG. FOR CONCENTRATED LOAD AT CENTER OF SPAN, DIVIDE UNIFORM LOAD BY 2 AND MULTIPLY CORRESPONDG BY 0.8. THE TABLE BELOW IS BASED ON A SOLID CHANNEL OF ELASTICITY: 29,000,000 PSI TOTAL UNIFORM PSI PSI 12 5, , , , , , , , FOR PIERCED BEAM CHANNELS, REDUCE BEAM LOAD VALUES AS FOLLOWS: PS-500-EH 15% PS-500-S 15% PS-500-H 10% SUBMITTAL FORMATION :
2 PS Strut Channel (1 5/8 x 1 5/8 x 12 GA.) FISH: PLA PRE-GALVANIZED PATED GREEN PVC COATED (BLACK POLY VYL CHLORIDE RES COATED TO A MAX THICKNESS OF 20 MILS) BE REDUCED FOR ECCENTRIC LOADG. FOR CONCENTRATED LOAD AT CORRESPONDG BY 0.8. THE TABLE BELOW IS BASED ON A SOLID CHANNEL. (CH 2 ) OF ELASTICITY: 29,000,000 PSI TOTAL UNI- FORM PSI PSI 12 10, , , , , , , , , , , , , , , FOR PIERCED CHANNELS, REDUCE BEAM LOAD VALUES AS FOLLOWS: PS-200-EH 15% PS-200-S 15% PS-200-H 10% PS-200-K06 5% PS-200-SB 30% FOR EXTRUDED ALUMUM CHANNELS REDUCE BEAM LOAD VALUES 38% SUBMITTAL FORMATION :
3 PS Strut Channel (1 5/8 x 2 7/16 x 12 GA.) FISH: PLA PRE-GALVANIZED PATED GREEN BE REDUCED FOR ECCENTRIC LOADG. FOR CONCENTRATED LOAD AT CORRESPONDG BY 0.8. THE TABLE BELOW IS BASED ON A SOLID CHANNEL. (CH 2 ) OF ELASTICITY: 29,000,000 PSI TOTAL UNI- FORM PSI PSI 12 13,740 6,200 * ,490 4, ,870 3, ,980 2, ,930 2, ,430 1, , ,450 1, , ,770 1, , ,270 1, ,900 1, , ,600 1, , , , , FOR PIERCED CHANNELS, REDUCE BEAM LOAD VALUES AS FOLLOWS: PS-150-EH 15% PS-150-S 15% PS-150-H 10% PS-150-K06 5% FOR EXTRUDED ALUMUM CHANNELS REDUCE BEAM LOAD VALUES 38%. * BEARG MAY GOVERN CAPACITY. SUBMITTAL FORMATION :
4 PS 200 2T3 Strut Channel (1 5/8 x 1 5/8 x 12 GA.) FISH: PLA PRE-GALVANIZED PATED GREEN HOT DIPPED GALVANIZED BE REDUCED FOR ECCENTRIC LOADG. FOR CONCENTRATED LOAD AT CORRESPONDG BY 0.8. THE TABLE BELOW IS BASED ON A SOLID CHANNEL. FOR PIERCED, PS200 EH 2T3, REDUCE (CH 2 ) OF ELASTICITY: 29,000,000 PSI TOTAL UNIFORM PSI PSI 12 22,430 3,130 Ω ,090 3,130 Ω ,610 3,130 Ω ,990 3,130 Ω ,230 3, ,330 2, ,300 2, ,130 2, , ,810 1, , ,370 1, , ,780 1, , ,540 1, , ,300 1, ,700 1, , Ω LOAD LIMITED BY SPOT WELD SHEAR. SUBMITTAL FORMATION :
5 PS 150 2T3 Strut Channel (1 5/8 x 4 7/8 x 12 GA.) FISH: PLA PRE-GALVANIZED PATED GREEN NOTES: COLUMN LOADS ARE FOR ALLOWABLE AXIAL LOADS AND MUST BE REDUCED FOR ECCENTRIC LOADG. FOR CONCENTRATED LOAD AT CENTER OF SPAN, DIVIDE UNIFORM LOAD BY 2 AND MULTIPLY CORRESPONDG BY 0.8. THE TABLE BELOW IS BASED ON A SOLID CHANNEL. (CH 2 ) OF ELASTICITY: 29,000,000 PSI TOTAL UNIFORM PSI PSI 1/240 SPAN 12 29,720 4,680 Ω ,860 4,680 Ω ,280 4,680 Ω ,530 4,680 Ω ,620 4,680 Ω ,540 4,680 Ω ,300 4, ,890 4, ,320 3, ,580 3, ,680 3, ,500 2, , ,340 2, , ,170 2, , ,610 1, ,730 1,150 Ω LOAD LIMITED BY SPOT WELD SHEAR SUBMITTAL FORMATION :
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