4,267 mm 36 kN 144 KN 120-Foster 140- Footer 33 Metric Tons V = 4,267 to 9,144 mm 144 KN Clearance and Loaded Lane Width

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4 267 Mm 36 Kn 144 Kn 120 Foster 140 Footer 33 Metric Tons V 4 267 To 9 144 Mm 144 Kn Clearance And Loaded Lane Width 1 (40.83 KiB) Viewed 35 times

4 267 Mm 36 Kn 144 Kn 120 Foster 140 Footer 33 Metric Tons V 4 267 To 9 144 Mm 144 Kn Clearance And Loaded Lane Width 2 (29.51 KiB) Viewed 35 times

4 267 Mm 36 Kn 144 Kn 120 Foster 140 Footer 33 Metric Tons V 4 267 To 9 144 Mm 144 Kn Clearance And Loaded Lane Width 3 (34.09 KiB) Viewed 35 times

4 267 Mm 36 Kn 144 Kn 120 Foster 140 Footer 33 Metric Tons V 4 267 To 9 144 Mm 144 Kn Clearance And Loaded Lane Width 4 (28.86 KiB) Viewed 35 times

4 267 Mm 36 Kn 144 Kn 120 Foster 140 Footer 33 Metric Tons V 4 267 To 9 144 Mm 144 Kn Clearance And Loaded Lane Width 5 (112.79 KiB) Viewed 35 times

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Influence Line with HS20-44 and H20-44 loadings
4,267 mm 36 kN 144 KN 120-Foster 140- Footer 33 Metric Tons V = 4,267 to 9,144 mm 144 KN Clearance and Loaded Lane Width 3,048 mm 610 mm 1,829 mm 610 mm NOTES: 1. *VARIABLE SPACING V=4.267M TO 9.144M TO BE USED IS THAT WHICH PRODUCES MAXIMUM STRESSES. 2. FOR TIMBER FLOORS OR ORTHOTROPIC STEEL DECKS (EXCLUDING TRANSVERSE BEAMS) FOR MS18 LOADING, ONE AXLE LOAD OF 108KN OR TWO AXLE LOADS OF 72KN EACH, SPACED AT 1.22M APART (WHICHEVER PRODUCES THE GREATER STRESS) MAY BE USED, INSTEAD OF THE 144KN AXLE SHOWN. (a) Standard MS18 Truck Load (HS20-44) Alterna
20% 8070 F236W LR=14221~¥4円) IKI 4.444K Std. trucks #10-44 #15-44 H20-44 ○ =4mm 200016 =2k 10ton5=20k 25 =40%であり 15100=30
Ha WIN fam 9-41621/m + 15 (a) Standard MS18 Truck Load (HS20-44) * will experience Vibration •Hw-44 -Tame loading 2) Find -vc, vc, dm, swang H520-4- stab Alter Assignmenting and in WE
e Alternate: CONCENTRATED LOAD •80 KN FOR MOMENT I.O. for moment +1.D. 116 KN FOR SHEAR→ 11 11 Shear ma UNIFORM LOAD= 9.4 KN/M OF LANE LOAD (b) Standard MS18 Lane Load Figure 3.4-1 Rating Live Load Png H520-44 loading gu
Ha + INIM Cam HIT NOTES: 4,267 mm 36 kN 144 kN 33 Metric Tons to-Foster 140- Footer V = 4,267 to 9,144 mm I G-41621/m t 15 slab Assignment in ind mo 144 KN 1. "VARIABLE SPACING V= 4.267M TO 9.144M TO BE USED IS THAT WHICH PRODUCES MAXIMUM STRESSES. 2. FOR TIMBER FLOORS OR ORTHOTROPIC STEEL DECKS (EXCLUDING TRANSVERSE BEAMS) FOR MS18 LOADING. ONE AXLE LOAD OF 108KN OR TWO AXLE LOADS OF 72kN EACH, SPACED AT 1.22M APART (WHICHEVER PRODUCES THE GREATER STRESS) MAY BE USED, INSTEAD OF THE 144KN AXLE SHOWN. (a) Standard MS18 Truck Load (HS20-44) s/b₂ Clearance and Loaded Lane Width 3,048 mm 610 mm 1,829 mm 610 mm will experience Vibration •H₂-44 tame ane loading Altomate: リュ Std. trucks dell 20% | F~ 36 kW 1 A10 = 44 H15-44 120-44 CONCENTRATED LOAD 14-4-217 • 80 KN FOR MOMENT • 116 kN FOR SHEAR o 80% R=142214 Ikipz I.O. II TTTTTTTTTTTTT UNIFORM LOAD = 9.4 kN/M OF LANE LOAD LLLCCCCCCC (b) Standard MS18 Lane Load ✓-Figure 3.4-1 Rating Live Load ₁1 = tong = 2 10 tony = 2 20tons =2 15tony = 3 for momen Shear ||