P.I.6+46.20C.L. R=200*BaNOT TO SCALEGiven the following:R = 200¹Deflection angles and chords are from the BC. Fill in the following table.StationDeflectionChordChordAnglesR = 200'R = 240'BC=00015 +0015+5016+0016+5017+0017 +50EC=Please fill out all the needed info for the question, and how yougot to the answers.N 48°20' ES 43°20' EE.C.

Answered: Image /qna-images/answer/61baa461-f30e-4e65-b07a-93bc02e8ff17.jpg

EC= C.L. R=200* NOT TO SCALE Given the following: R= 200' Deflection angles and chords are from the BC. Fill in the following table. Station Chord Chord Deflection Angles R = 200' R=240' BC= 0 0 0 15 +00 15 +50 16+00 16+50 17+00 17+50 40 N 48°20' E P.I. 16+46.20 B.C S 43°20' E E.C.

EC= C.L. R=200* NOT TO SCALE Given the following: R= 200' Deflection angles and chords are from the BC. Fill in the following table. Station Chord Chord Deflection Angles R = 200' R=240' BC= 0 0 0 15 +00 15 +50 16+00 16+50 17+00 17+50 40 N 48°20' E P.I. 16+46.20 B.C S 43°20' E E.C.

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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Question

P.I.
6+46.20
C.L. R=200*
Ba
NOT TO SCALE
Given the following:
R = 200¹
Deflection angles and chords are from the BC. Fill in the following table.
Station
Deflection
Chord
Chord
Angles
R = 200'
R = 240'
BC=
0
0
0
15 +00
15+50
16+00
16+50
17+00
17 +50
EC=
Please fill out all the needed info for the question, and how you
got to the answers.
N 48°20' E
S 43°20' E
E.C.

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