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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
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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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.
Transcribed Image Text: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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