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From the given Station 5 + C120+ SN 382) Cross Section the proposed barangay of th 6-45+ SN82 2-3+SN82 1.5 +5N2 O road 4.5+5N2 10+ SN82

From the given Station 5 + C120+ SN 382) Cross Section the proposed barangay of th 6-45+ SN82 2-3+SN82 1.5 +5N2 O road 4.5+5N2 10+ SN82

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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good day please kindly give me right solution with diagram and a clear calculation in the 2nd picture there is a formula attached to the picture i dont know if you can use it to solve the no1 and 2 question just check it out . thanks 

2) From the given Cross section of the proposed barangay road Station 5 + C120 + SN 382) Station 5 + (160 + SM3) Compute the following 9.) 6-45+ SN82 2-3+SN82 6) 6+ SN82 2-3+SN82 1.5 +5N2 1·2·5N2 0 Volume using Prismordal formula Volume using end area 2) Volume using given Cross with the End Area with Prismoidal Correction 4.5+5N₂ 1:0 + SN82 yf it 6.9+ 512 2·6+5N 82 the road is on a curve which turns to the f Cross Section a radius of 200m. It has Volume by End Area Method L V₁ = 2 (A₁ + A₂) Volume by Prismoid Formula L v₂ = (A₁ + 4 Am + A₂) Prismoid correction L C₂ = 12 (4₁₂ - ₂₁) (d₁ - d₂) V₂ = V₁ - C₂ left
Transcribed Image Text:2) From the given Cross section of the proposed barangay road Station 5 + C120 + SN 382) Station 5 + (160 + SM3) Compute the following 9.) 6-45+ SN82 2-3+SN82 6) 6+ SN82 2-3+SN82 1.5 +5N2 1·2·5N2 0 Volume using Prismordal formula Volume using end area 2) Volume using given Cross with the End Area with Prismoidal Correction 4.5+5N₂ 1:0 + SN82 yf it 6.9+ 512 2·6+5N 82 the road is on a curve which turns to the f Cross Section a radius of 200m. It has Volume by End Area Method L V₁ = 2 (A₁ + A₂) Volume by Prismoid Formula L v₂ = (A₁ + 4 Am + A₂) Prismoid correction L C₂ = 12 (4₁₂ - ₂₁) (d₁ - d₂) V₂ = V₁ - C₂ left
ENCIETA 3. KURZ The Notes of The Cross Section of earth work is Indicated below. The width meters Station 2+ (328 + SN 382) 20+ SN82 41+ SN82 Station 2 + ( 358 + SM382) Compute the following 19+5182 46+ SN82 8+ SM₂ 0 9+5N₂ 0 6+SN2 16.5+ SN82 7.5+SN2 19.25+ SN82 of the road 15 10 @ Volume using Prismoidal formula 1 Volume using End Area with prismodal correction Ⓒ Volume using End area with curvature correction of the road is on it 8 degre gruen right Curve which turns to the r with the Cross Section
Transcribed Image Text:ENCIETA 3. KURZ The Notes of The Cross Section of earth work is Indicated below. The width meters Station 2+ (328 + SN 382) 20+ SN82 41+ SN82 Station 2 + ( 358 + SM382) Compute the following 19+5182 46+ SN82 8+ SM₂ 0 9+5N₂ 0 6+SN2 16.5+ SN82 7.5+SN2 19.25+ SN82 of the road 15 10 @ Volume using Prismoidal formula 1 Volume using End Area with prismodal correction Ⓒ Volume using End area with curvature correction of the road is on it 8 degre gruen right Curve which turns to the r with the Cross Section
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