Ha Gara 4,257 mm 36 KN NOTES: 144 AN ----Footer 140- Frater 33 Metric Tone +44 Is V=4,267 9,144 t 15 slab Clearance and

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Ha Gara 4 257 Mm 36 Kn Notes 144 An Footer 140 Frater 33 Metric Tone 44 Is V 4 267 9 144 T 15 Slab Clearance And 1 (50.28 KiB) Viewed 35 times

Ha Gara 4 257 Mm 36 Kn Notes 144 An Footer 140 Frater 33 Metric Tone 44 Is V 4 267 9 144 T 15 Slab Clearance And 2 (112.91 KiB) Viewed 35 times

Ha Gara 4 257 Mm 36 Kn Notes 144 An Footer 140 Frater 33 Metric Tone 44 Is V 4 267 9 144 T 15 Slab Clearance And 3 (39.53 KiB) Viewed 35 times

Ha Gara 4 257 Mm 36 Kn Notes 144 An Footer 140 Frater 33 Metric Tone 44 Is V 4 267 9 144 T 15 Slab Clearance And 4 (30.88 KiB) Viewed 35 times

Ha Gara 4 257 Mm 36 Kn Notes 144 An Footer 140 Frater 33 Metric Tone 44 Is V 4 267 9 144 T 15 Slab Clearance And 5 (30.79 KiB) Viewed 35 times

Ha Gara 4 257 Mm 36 Kn Notes 144 An Footer 140 Frater 33 Metric Tone 44 Is V 4 267 9 144 T 15 Slab Clearance And 6 (44.28 KiB) Viewed 35 times

Ha Gara 4,257 mm 36 KN NOTES: 144 AN ----Footer 140- Frater 33 Metric Tone +44 Is V=4,267 9,144 t 15 slab Clearance and Loaded Lane With 3,048 m 610 mm 144 KN 4-16769.144/m VABLESPACINGV4MTOM TO BE USE THAT WHICH PRODUCES MAXIMUM STRESSES 2. FORMILOORS OR ORTHOTROPIC STEEL DECENCLUDING TRANSVERSEAS FOR M18 LOADING, CHE AXLE LOAD OF NORTWO ARLE LOADS OF EACH SPACE AT20M APART (WHICHEVER PRODUCES THE GREATER STRESS MAY BELISED STEAD OF THE 14 ANLE SHOWN (a) Standard MS18 Truck Load (HS20-44) 3.829 610 Std trucks Altamate: 20% 80% | F= 36 kw | 7 = 142+2 16 = 1+K IKP 4444K 1416 #10 - 44 415-44 120-44 CONCENTRATED LOAD -4-21m will expetence Vibration •H₂-94 (b) Standard MS18 Lone Lood Assignment. 1 Tind mak fane low hinnang H520-44 loadigure 3.4-1 Rating Live Load (2) Find -V₁₁tv ₁, & DAN FOR MOMENT IO. for moment бщестро 116 IN FOR SHEAR II = tong=200016 =2k₁ 10 tony = 20 wwwwwweeerce UNIFORM LOAD-9.4 IN/M OF LANE LOAD wwwmmwu Zitong =40²²=137² 16tony =30/²
Hai HIIL NOTES: 4,267 mm 36 kN ∞ 144 KN 33 Metric Tons zo Foster 40- Footer V = 4,267 to 9,144 mm 6m t 9-41621/1 t I Assignment in Find Mc 144 KN slab Clearance and Loaded Lane Width 3,048 mm 610 mm 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. 1,829 mm 610 mm (a) Standard MS18 Truck Load (HS20-44) will experience Vibration •H₂-94 -Tane loading Std. trucks Alternate: 20% 80% F₁36 KN √ R = 142+2 1/4N= IKP 4- 141= A10 = 44 H15-44 120-44 CONCENTRATED LOAD 4-217 80 KN FOR MOMENT IO. for moment Shear . 116 kN FOR SHEAR → " || TMYTMITTIT UNIFORM LOAD = 9.4 kN/M OF LANE LOAD (b) Standard MS18 Lane Load 1 = tang=200 2 = 21 10 ton b=20₁ 20tons =40² 15tons =30¹ Figure 2 1 1 Rating live load
4,267 mm 36 kN 144 KN zo Foster 40- 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.
20% 80% F÷ 36 KN | R=1420216N =HAKN Ikipz 4.444KN Std. trucks A10 = 44 H15-44 120-44 o 1 = 4₁2₁7²1 = tang=200016 P=2k₁ 10 tonb=20" K 20tons =40²=1277 1stons =30/
Alternate: CONCENTRATED LOAD •80 KN FOR MOMENT I.D. for moment бщестр 116 kN FOR SHEAR | 11 UNIFORM LOAD = 9.4 kN/M OF LANE LOAD (b) Standard MS18 Lane Load Figure 3.4-1 Rating Live Load 8 HS20-44 loading gure:
HCA Nim fam 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) Alter 9-41621/m ti! * will experience Vibration •H₂0-44 moz fame loading Tane loading any H6204 2) Find -vc, vc, & m, svang H520-4- slab Assignmenting and M