Design proposal TOS VIETTEL HN HTA 4022p 300 2ank

Project VIETTEL HANOI Ha Noi City - Viet Nam ProNo Page Item HALFEN GmbH, Liebigstr 14, 40764 Langenfeld/ Rhld, Telefon: 21 73/ 970 - 0, Telefax: 21 73/ 970 - 123 © HALFEN GmbH, Langenfeld, Germany Halfen HTA anchor channel - CEN/TS 1992-4 Halfen Design Software HTA, Version 2.70 The design does only apply to the designated HALFEN product The load bearing capacity of third party products, appearing to be identical in construction, might differ For this reason, the software provider does not extend warranty if non-HALFEN products are used System parameters Anchor channel T-bolt Approval / Design method Shear load Concrete Surface reinforcement Edge reinforcement h = 300 mm cnom = 20 mm HTA-CE 40/22P - FV - 300 / 2, Anchor HS 40/22 M 12 x (>= 36) FV 4.6 CEN/TS 1992-4 Without lever arm C32/40, cracked No dense reinforcement No edge reinforcement l = 300 mm c11 = 100 mm Adjusting zone ±: Full variability T-bolt xs.1 /ss NEd [mm] [kN] 70 5.81 Utilization: 89% - Verification successful Tung Duong Civil Eng Account Manager VEd T-bolt ss NEd VEd [kN] 7.95 [mm] 120 [kN] 5.81 [kN] 7.95 HTA 2.70 08/09/2018 Project VIETTEL HANOI Ha Noi City - Viet Nam ProNo Page Item HALFEN GmbH, Liebigstr 14, 40764 Langenfeld/ Rhld, Telefon: 21 73/ 970 - 0, Telefax: 21 73/ 970 - 123 © HALFEN GmbH, Langenfeld, Germany Calculation Summary Verifications for T-bolt Tension Shear Combined load NRd,s,s VRd,s,s NRd,s,s - VRd,s,s 34% 66% 55% Verifications for cast-in channels Channel lips - Tension Channel lips - Shear Combined load NRd,s,l VRd,s,l NRd,s,l - VRd,s,l 30% 41% 26% Local flexure of channel MRd,s,flex 35% Connection anchor - channel (Tension) Connection anchor - channel (Shear) Combined load NRd,s,c VRd,s,c NRd,s,c - VRd,s,c 47% 64% 64% Verifications for concrete Tension - Pull-out failure Tension - Concrete cone failure Shear - Concrete edge Shear - Pry-out failure Shear - Concrete edge failure, load parallel to edge Combined load Combined load Combined load NRd,cp NRd,c VRd,c VRd,cp VRd,c90 NRd,c - VRd,c NRd,c - VRd,cp NRd,c - VRd,c90 24% 42% 72% 29% N/A 89% 43% N/A Verifications: Steel T-bolt Maximum tension load (T-bolt): T-bolt NRk,s,s [kN] NRd,s,s [kN] Ms NEd [kN] 33.7 5.81 2.00 16.85 Maximum shear load without lever arm (T-bolt): T-bolt VRk,s,s [kN] VRd,s,s [kN] VEd [kN] Ms 20.2 1.67 12.1 Combined load, most unfavorable bolt: NEd [kN] VEd [kN] N 5.81 0.34 Tung Duong Civil Eng Account Manager 7.95 7.95 N 0.34 V 0.66 V 0.66 N + V 0.55 HTA 2.70 08/09/2018 HALFEN GmbH, Liebigstr 14, 40764 Langenfeld/ Rhld, Telefon: 21 73/ 970 - 0, Telefax: 21 73/ 970 - 123 © HALFEN GmbH, Langenfeld, Germany Project VIETTEL HANOI Ha Noi City - Viet Nam ProNo Item Anchor channel, channel lips Maximum tension load (T-bolt): T-bolt NRk,s,l [kN] NRd,s,l [kN] Ms NEd [kN] 35 5.81 1.8 19.44 Maximum shear load without lever arm (T-bolt): T-bolt VRk,s,l [kN] VRd,s,l [kN] VEd [kN] Ms 35 1.8 19.44 Combined load, most unfavorable bolt: NEd [kN] VEd [kN] N 5.81 0.3 7.95 Page 7.95 N 0.3 V 0.41 V 0.41 N + V 0.26 Flexure of channel Decisive span between Anchor and Anchor NEd,1 [kN] load position [mm] 5.81 60 NEd,2 [kN] load position [mm] 5.81 180 MEd [Nm] MRk,s,flex [Nm] 419.48 1,389.00 Ms,flex 1.15 MRd,s,flex [Nm] 1,207.83 Connection anchor - channel Most unfavorable anchor: 1, load position xs1 = 25 mm NRk,s,c [kN] NRd,s,c [kN] NEd [kN] Ms,ca 29 1.8 16.11 7.59 Most unfavorable anchor: 1, load position xs1 = 25 mm VRk,s,c [kN] VRd,s,c [kN] VEd [kN] Ms,ca 29 1.8 16.11 10.39 Most unfavorable anchor: 1, load position xs1 = 25 mm NEd [kN] VEd [kN] N V 7.59 0.47 10.39 0.64 flex 0.35 N 0.47 V 0.64 N + V 0.64 Concrete Tung Duong Civil Eng Account Manager HTA 2.70 08/09/2018 Project VIETTEL HANOI Ha Noi City - Viet Nam ProNo Item Tensile load - Pull-out failure Most unfavorable anchor: 1, load position xs1 = 25 mm NRk,cp [kN] NRd,cp [kN] NEd [kN] M,cp HALFEN GmbH, Liebigstr 14, 40764 Langenfeld/ Rhld, Telefon: 21 73/ 970 - 0, Telefax: 21 73/ 970 - 123 © HALFEN GmbH, Langenfeld, Germany 47.47 1.5 NRk,p(C12/15) [kN] 17.8 31.64 7.59 1.5 N0Rk,c [kN] scr,N [mm] 42 390 18 s,N 0.90 7.59 ccr,N [mm] 195 Shear load - Pry-out failure Most unfavorable anchor: 1, load position xs1 = 25 mm VRk,cp [kN] VRd,cp [kN] VEd [kN] Mc 0.85 1.5 35.99 10.39 p * re,V N 0.42 e,N c,N 0.72 1.00 re,N ucr,N V 0.29 k5 Shear load - Concrete edge Most unfavorable anchor: 1, load position xs1 = 25 mm VRk,c [kN] VRd,c [kN] VEd [kN] Mc 21.52 0.24 27 s,N(cp) N ucr,N Tensile load - Concrete cone failure Most unfavorable anchor: 1, load position xs1 = 25 mm NRk,c [kN] NRd,c [kN] NEd [kN] M,c 53.99 Page 1.5 c1,1 [mm] 100 14.35 re,V *V0Rk,c 25.3 10.39 1.5 N0Rk,c [kN] Scr,N [mm] 42 390 Tung Duong Civil Eng Account Manager 18 s,N 0.90 0.72 [kN] scr,V [mm] s,V 479 0.85 Combined load Most unfavorable anchor: 1, load position xs1 = 25 mm NRk,c [kN] NRd,c [kN] NEd [kN] M,c 27 V 7.59 ccr,N [mm] 195 ccr,V [mm] 240 c,V h,V N 0.42 e,N c,N 0.72 1.00 re,N 1.00 ucr,N 1.0 HTA 2.70 08/09/2018 Project VIETTEL HANOI Ha Noi City - Viet Nam VRk,c [kN] 21.52 1.5 c1,1 [mm] 100 VEd [kN] 14.35 10.39 0.42 V 0.72 [kN] scr,V [mm] s,V 479 0.85 25.3 1,5 N Item VRd,c [kN] re,V *V0Rk,c N + Page ccr,V [mm] 240 c,V h,V 1,5 V 0.89 HALFEN GmbH, Liebigstr 14, 40764 Langenfeld/ Rhld, Telefon: 21 73/ 970 - 0, Telefax: 21 73/ 970 - 123 © HALFEN GmbH, Langenfeld, Germany p * re,V Mc ProNo Tung Duong Civil Eng Account Manager HTA 2.70 08/09/2018 ... 0.66 N + V 0.55 HTA 2.70 08/09/2018 HALFEN GmbH, Liebigstr 14, 40764 Langenfeld/ Rhld, Telefon: 21 73/ 970 - 0, Telefax: 21 73/ 970 - 123 © HALFEN GmbH, Langenfeld, Germany Project VIETTEL HANOI... flex 0.35 N 0.47 V 0.64 N + V 0.64 Concrete Tung Duong Civil Eng Account Manager HTA 2.70 08/09/2018 Project VIETTEL HANOI Ha Noi City - Viet Nam ProNo Item Tensile load - Pull-out failure Most... ccr,N [mm] 195 ccr,V [mm] 240 c,V h,V N 0.42 e,N c,N 0.72 1.00 re,N 1.00 ucr,N 1.0 HTA 2.70 08/09/2018 Project VIETTEL HANOI Ha Noi City - Viet Nam VRk,c [kN] 21.52 1.5 c1,1 [mm] 100 VEd [kN] 14.35