binderholz Mass Timber Manual

Layup BBS 125 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 2.36 715 19.1 0.32 850 80-3s 3.15 1,158 41.2 0.38 1,134 90-3s 3.54 1,608 64.3 0.48 1,276 100-3s 3.94 2,005 89.1 0.56 1,417 120-3s 4.72 2,858 152.5 0.64 1,701 100-5s 3.94 1,645 73.1 0.64 1,417 120-5s 4.72 2,129 113.6 0.69 1,701 140-5s, 140-5s-2, 140-5s-3 5.51 3,739 232.8 0.96 1,984 150-5s, 150-5s-2, 150-5s-3 5.91 4,213 281.0 1.14 2,126 160-5s, 160-5s-2, 160-5s-3 6.30 4,713 335.3 1.33 2,268 180-5s, 180-5s-2, 180-5s-3 7.09 5,635 451.0 1.28 2,551 200-5s, 200-5s-2, 200-5s-3 7.87 6,579 585.0 1.29 2,835 220-5s 8.66 9,117 891.8 1.62 3,118 240-5s 9.45 10,478 1,118.2 1.59 3,402 260-7s 10.24 12,575 1,454.0 2.39 3,685 280-7s 11.02 13,547 1,687.0 1.65 3,969 For SI: 1 in. = 25.4 mm; 1 ft. = 304.8 mm; 1lbf = 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-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 125 | CHARACTERISTIC VALUES TABLE 2 - REFERENCE DESIGN VALUES FOR BINDERHOLZ CLT BBS 125 PANELS 1) Layup BBS 125 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 - 235 - 6,700 80-3s 3.15 - 235 - 8,900 90-3s 3.54 - 235 - 10,000 100-3s 3.94 - 235 - 11,100 120-3s 4.72 - 235 - 13,300 100-5s 3.94 - 235 - 11,100 120-5s 4.72 - 235 - 13,300 140-5s, 140-5s-2, 140-5s-3 5.51 - 235 - 15,500 150-5s, 150-5s-2, 150-5s-3 5.91 - 235 - 16,700 160-5s, 160-5s-2, 160-5s-3 6.30 - 235 - 17,800 180-5s, 180-5s-2, 180-5s-3 7.09 - 235 - 20,000 200-5s, 200-5s-2, 200-5s-3 7.87 - 235 - 22,200 220-5s 8.66 - 235 - 24,400 240-5s 9.45 - 235 - 26,600 260-7s 10.24 - 235 - 28,900 280-7s 11.02 - 235 - 31,100 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 3 - REFERENCE DESIGN VALUES FOR IN-PLANE SHEAR OF THE BINDERHOLZ CLT BBS 125 PANELS 1) only used in major direction