calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of L/180.

Transcription

1 Metl-Span CF-42 Light Mesa Wall Panels 26 Ga. Exterior / 26 ga. Interior Facings Allowable Connection Load 1,7,8,9,10 (psf) Two or More Equal Spans Panel Type 2 Design Criteria 3,4,5,6 Support Span 5 ft 6 ft 7 ft 8 ft 9 ft 10 ft 11 ft 12 ft 13 ft 14 ft 15 ft Connection " Thick Connection FP Connection FP Connection ½" Thick Connection FP Connection FP Connection " Thick Connection FP Connection FP Connection FP Connection Connection FP Connection FP " Thick Connection FP Connection FP Connection FP Connection Notes Notes: Based The Load on CF-42 Span Table with above 26 is ga. based Light on Mesa Allowable exterior Stress & interior Design faces (ASD). (min For Fy loads = 33 ksi). calculated based on ASCE For (LRFD), connection pleaserefertosection241ofasce7-10, CF section clips are of fastened 10 min. 14 the gage applicable g steel with load combinations 1/4"-14 SDS using Tek 3 Allowable at all supports. Stress Design. 2. For Based 12 gage on CF-42 or thicker steel, with # ga. Light SDS Tek Mesa 5 exterior may be used. and 26 In ga. lieu Light of self-drilling Mesa interior screws, face (min self-tapping F y = 33 screws ksi). 3. may Fastener be used. pattern is based on CF clips fastened to min. 14 ga. steel. Fastener options will be SDS Type 3. The 3, pattern, Self-Tapping, FP2, FP3 & FP4, includes Type 5 SDS, CF ¼"-20 clip attachment Type 5 SDS, plus or 1, 2, ¼"-28 and 3 Fabloks, Type 5 SDS. respectively, Fastener at selection supports will be based on pullout capacity from support steel members. 4. per The width. patterns Fab-lok FP2, spacing FP3, FP4, is 10.5" and FP5 o.c. from include female edge plus 1, of 2, 3, and seam. 4 blind rivets, respectively, at supports per 4. The through width. s Blind Rivet (FP9) spacing are as follows: is 10.5" o.c. #12-24 from SDS female in min edge 12 of ga. steel; seam. or #1/4-14 SDS in min 12 ga. steel; 5. or The #1/4-14 through STS s in min 14 (FP9) ga. steel. are as 4 follows: Fasteners Panels per fastened width min. max 148.4" ga. steel o.c. supports with (4) SDS Type 3, (4) 5. The through Self-Tapping, s (4) (0) are Type as follows: 5 SDS, (4) #12-24 ¼"-20 SDS Type in min 5 SDS, 12 ga. or (4) steel; ¼"-28 or #1/4-14 Type 5 SDS in with min nominal 12 ga. steel; 5/8" diameter or neoprene #1/4-14 bonded STS in min washers 14 ga. spaced steel. at 58.4" Fasteners o.c. Fastener per shall width be sufficient max 8.4" length o.c. to penetrate through the support a minimum of ¾". Fastener selection will be based on pullout capacity from support steel members. 6. Allowable positive or suction load is the lowest value of bending strength, shear strength, deflection limit and 6. The through s (0) are as follows: Panels fastened to min. 14 ga. steel supports with (5) SDS Type 3, (5) connection Self-Tapping, strength (5) each Type pattern. 5 SDS, (5) ¼"-20 Type 5 SDS, or (5) ¼"-28 Type 5 SDS with nominal 5/8" diameter 7. Allowable neoprene loads bonded based washers on spaced stress at 8.4" and deflection o.c. Fastener design shall criteria be of sufficient are derived length from to ASTM penetrate E72 through structural the testing support and a calculated minimum with of ¾". factor Fastener of safety selection of 2.5 will bending based stress, on 3.0 pullout shear stresses capacity and from deflection support limitation steel members. of L/ The Allowable connection positive or strength suction was load determined is the lowest from value ASTM of E1592 bending testing strength, and the allowable shear strength, loads deflection are calculated limit with and factor connection of safety strength of 2. each pattern. 8. Allowable loads based on stress and deflection design criteria are derived from ASTM E72 structural testing and 9. The structural capacity of the purlins are not considered and must be examined independently. calculated with factor of safety of 2.5 bending stress, 3.0 shear stresses and deflection limitation of L/ The connection strength was determined from ASTM E1592 testing and the allowable loads are calculated with factor of safety of The structural capacity of the purlins are not considered and must be examined independently. May 14, 2015

2 36" wide 30" wide FP2 Metl-Span Light Mesa Wall Panels 26 Ga. Exterior / 26 ga. Interior Facings Allowable Connection Load 1,6,7,8 (psf) Two or More Equal Spans Panel Type 2 Fastener 3,4,5 Thickness FP2 FP3 FP3 Support Span 4 ft 5 ft 6 ft 7 ft 8 ft 9 ft 10 ft 11 ft 12 ft 2" " " " " " " " " " " " " " " " " " " " " " " " Notes Notes: 1. The Load Span Table above is based on Allowable Stress Design (ASD). For loads calculated based on ASCE 7-10 (LRFD), 1. Based on CF-42 with 26 ga. Light Mesa exterior & interior faces (min Fy = 33 ksi). please refer to section of ASCE 7-10 the applicable load combinations using Allowable Stress Design Fastener Based on pattern CF- with is based 26 ga. on Light CF Mesa clips exterior fastened and to 26 min. ga. Light 14 ga. Mesa steel interior with face 1/4"-14 (min SDS F y = Tek 33 ksi). 3 at all supports. 3. For Fastener 12 ga. pattern or thicker steel, is based #12-24 on CF SDS Tek clips 5 may fastened be used. to min. In lieu 14 of ga. self-drilling steel. Fastener screws, options self-tapping will be screws may SDS be Type used. 3, 3. Pattern FP2 Self-Tapping, is based on along Type with 5 (1) SDS, Fablok ¼"-20 Type at 12" 5 SDS, o.c. or from ¼"-28 sidelap. Type 5 SDS. Fastener selection will be based on pullout capacity from support steel members Pattern For CF-30, FP3 is FP2 based is based on on along along with with Fablok (1) blind s rivet at at 10" 12" o.c. o.c. from from female sidelap. sidelap. For CF-36, FP2 is based on 5. Allowable along with loads (1) blind based rivet on at 12" stress, o.c from connection female strength sidelap. and deflection design criteria are derived from ASTM E72 5. and For E1592 CF-30, structural FP3 is based testing. on along with blind rivets at 10" o.c. from female sidelap. For CF-36, FP3 is based on along with blind rivets at 12" o.c from female sidelap. 6. The allowable inward or outward loads is the smallest load calculated with a factor of safety of 2.5 bending stress, 6. Allowable loads based on stress, connection strength and deflection design criteria are derived from ASTM E72 and 3.0 E1592 shear structural stresses, testing. 2.0 connection and deflection limitation of L/ The The structural allowable capacity inward of or the outward supports loads are is not the considered smallest load and calculated must be examined with a factor independently. of safety of 2.5 bending stress, 3.0 shear stresses, 2.0 connection and deflection limitation of L/ The structural capacity of the supports are not considered and must be examined independently. May 14, 2015

3 Metl-Span Light Mesa Wall Panels 7 26 Ga. Exterior / 26 ga. Interior Facings Allowable Positive Load 1,4,5,6 (psf) Two or More Equal Spans Panel Type 2 Design Criteria 3 Support Span 5 ft 6 ft 7 ft 8 ft 9 ft 10 ft 11 ft 12 ft 13 ft 14 ft 15 ft Bending & Shear " Thick Deflection (L/180) Bending & Shear ½" Thick Deflection (L/180) Bending & Shear " Thick Deflection (L/180) Bending & Shear " Thick Deflection (L/180) Notes: Notes 1. The Load Span Table above is based on Allowable Stress Design (ASD). For loads calculated based on ASCE Based (LRFD), on CF-42 please refer with to section 26 ga Light of Mesa ASCE exterior 7-10 & the interior applicable faces (min load Fy combinations = 33 ksi). using Allowable Stress Design Refer Based to on the CF- allowable with connection 26 ga. Light load chart, Mesa exterior suction and loads, 26 ga. which Light controls Mesa interior support face spacing (min Frequirements y = 33 ksi) Allowable Refer to the positive allowable or suction connection load is load the lowest chart, value suction of loads. bending strength, shear strength, deflection limit and 4. Allowable positive or suction load is the lowest value of bending strength, shear strength, deflection limit and connection strength each pattern. connection strength each pattern Allowable Allowable loads loads based based on on stress stress and and deflection deflection design design criteria criteria are are derived derived from from ASTM ASTM E72 E72 structural structural testing testing and and calculated with with factor factor of of safety safety of of bending stress, stress, shear shear stresses and and deflection limitation of of L/180. L/ The The structural capacity of of the the purlins are are not not considered and and must must be be examined independently Consult Consult Metl-Span Metl-Span recommendtions recommendtions on on profile profile and and gage gage suitable suitable thermal thermal stresses. stresses. May 14, 2015

4 1 of 2 FASTENING DATE: MAY 15, 2015

5 2 of 2 FASTENING DATE: MAY 15, 2015

6 FASTENING DATE: MAY 15, 2015

7 FASTENING DATE: MAY 15, 2015