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
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
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
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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