Perpendicular offsets are measured at regular intervals of 5 m from a traverse line to a curved boundary. The values of the offset distances are given as follows: h1=3.5m, h2=7.2m, h3=9.7m, h4=12.4m, h5=16.7m, h6=13.5m, h7=7.9m, and h8(hn in the drawing)=3.2m. the last interval is 2.7 m. Determine the area between the traverse line and the irregular boundary line. Use trapezoidal rule. See figure below. Stream Offset Traverse line distance Interval Land parcel with irregular boundary line A B (a) h2 h3 hn-1 h. D d d O 359 sq.m. 354 sq.m. O 369 sq.m. O 367 sq.m.

Structural Analysis
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Chapter2: Loads On Structures
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Perpendicular offsets are measured at regular intervals of 5 m from a traverse line to a curved
boundary. The values of the offset distances are given as follows: h1=3.5m, h2=7.2m,
h3=9.7m, h4=12.4m, h5=16.7m, h6=13.5m, h7=7.9m, and h8(hn in the drawing)=3.2m. the
last interval is 2.7 m.
Determine the area between the traverse line and the irregular boundary line. Use trapezoidal
rule. See figure below.
Stream
Offset
Traverse line
distance
Interval
Land parcel
with irregular
boundary line
A
B
(a)
h2
h3
hn-1
h.
D
d
d
O 359 sq.m.
354 sq.m.
O 369 sq.m.
O 367 sq.m.
Transcribed Image Text:Perpendicular offsets are measured at regular intervals of 5 m from a traverse line to a curved boundary. The values of the offset distances are given as follows: h1=3.5m, h2=7.2m, h3=9.7m, h4=12.4m, h5=16.7m, h6=13.5m, h7=7.9m, and h8(hn in the drawing)=3.2m. the last interval is 2.7 m. Determine the area between the traverse line and the irregular boundary line. Use trapezoidal rule. See figure below. Stream Offset Traverse line distance Interval Land parcel with irregular boundary line A B (a) h2 h3 hn-1 h. D d d O 359 sq.m. 354 sq.m. O 369 sq.m. O 367 sq.m.
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