binderholz Mass Timber Manual

Layup BBS XL 2) CLT Panel Thickness (in) Major Strength Direction Minor Strength Direction (F b S) eff,f,0 lb f - ft/ft (EI) eff,f,0 10 6 lb f - in 2 /ft (GA) eff,f0 10 6 lb f /ft V s,0 lb f /ft (F b S) eff,f,90 lb f - ft/ft (EI) eff,f,90 10 6 lb f - in 2 /ft (GA) eff,f,90 10 6 lb f /ft V s,90 lb f /ft 60-3s 2.36 953 19.1 0.32 850 129 0.7 0.32 283 80-3s 3.15 1,544 41.2 0.38 1,134 517 5.9 0.66 567 90-3s 3.54 2,144 64.3 0.48 1,276 291 2.5 0.48 425 100-3s 3.94 2,673 89.1 0.56 1,417 291 2.5 0.49 425 120-3s 4.72 3,811 152.5 0.64 1,701 517 5.9 0.64 567 100-5s 3.94 2,193 73.1 0.64 1,417 1,121 19.1 0.64 850 120-5s 4.72 2,838 113.6 0.69 1,701 2,035 46.2 0.96 1,134 140-5s, 140-5s-2, 140-5s-3 5.51 4,986 232.8 0.96 1,984 1,121 19.1 0.69 850 160-5s, 160-5s-2, 160-5s-3 6.30 6,284 335.3 1.33 2,268 1,817 41.2 0.76 1,134 180-5s, 180-5s-2, 180-5s-3 7.09 7,513 451.0 1.28 2,551 3,029 85.9 1.01 1,417 200-5s, 200-5s-2, 200-5s-3 7.87 8,772 585.0 1.29 2,835 4,484 152.5 1.29 1,701 220-5s 8.66 12,156 891.8 1.62 3,118 3,029 85.9 1.07 1,417 240-5s 9.45 13,970 1,118.2 1.59 3,402 4,484 152.5 1.33 1,701 260-5s 10.24 17,600 1,526.0 1.99 3,685 3,029 85.9 1.14 1,417 280-7s 11.02 15,515 1,448.8 1.93 3,969 10,320 585.0 1.93 2,835 For SI : 1 in. = 25.4 mm; 1 ft. = 304.8 mm; 1lb f = 4.448 N 1 The tabulated values are reference design values intended for Allowable Stress Design (ASD) and must be adjusted in accordance wirh Section 4.2. of evaluation report ICC-ES ESR-4081 2 The CLT layups are developed using visually graded sawm lumber noted in Section 3.2.1 of evaluation report ICC-ES ESR-4081. CLT BBS XL | CHARACTERISTIC VALUES TABLE 9 - REFERENCE DESIGN VALUES FOR BINDERHOLZ CLT BBS XL PANELS 1) Layup BBS XL 9) CLT Panel Thickness (in) FACE LAMINATION ORIENTATION 2 F v,e,0,tp (psi) FACE LAMINATION ORIENTATION 3 V r (lb f /ft) II 4) Ʇ 4) II 4) Ʇ 4) 60-3s 2.36 155 240 4,400 6,800 80-3s 3.15 155 240 5,900 9,100 90-3s 3.54 155 240 6,600 10,200 100-3s 3.94 155 240 7,300 11,300 120-3s 4.72 155 240 8,800 13,600 100-5s 3.94 155 240 7,300 11,300 120-5s 4.72 155 240 8,800 13,600 140-5s, 140-5s-2, 140-5s-3 5.51 155 240 10,300 15,900 160-5s, 160-5s-2, 160-5s-3 6.30 155 240 11,700 18,100 180-5s, 180-5s-2, 180-5s-3 7.09 155 240 13,200 20,400 200-5s, 200-5s-2, 200-5s-3 7.87 155 240 14,600 22,700 220-5s 8.66 155 240 16,100 24,900 240-5s 9.45 155 240 17,600 27,200 260-5s 10.24 155 240 19,000 29,500 280-7s 11.02 155 240 20,500 31,700 For SI: 1 psi = 6,895 Pa 1 The tabulated values are reference design values intended for Allowable Stress Design (ASD) 2 The tabulated values are ASD reference edgewise shear stress of CLT in the major strength direction (F v,e,0 ) and minor strength direction (F v,e,90 ) 3 The tabulated values are ASD reference edgewise shear capacity of the full thickness of the CLT in the major strength direction (F v,e,0 t p ) and minor strength direction (F v,e,90 t p ). The values shall be reduced when the CLT panel thickness is less than the full thickness of CLT panels (t p ) specified in Table1. 4 „II“ indicates the parallel to the major strength direction of the CLT. „ Ʇ “ indicates the perpendicular to the major strength direction of the CLT. 9 The CLT layups are developed based on visually graded sawm lumber noted in Section 3.2.1 of evaluation report ICC-ES ESR-4081. TABLE 10 - REFERENCE DESIGN VALUES FOR IN-PLANE SHEAR OF THE BINDERHOLZ CLT BBS XL PANELS 1)