Line Dist. AB BC CD DE EA 40.88 37.15 30.66 44.93 36.79 BEARINGS forward S 57-16 E N 38-06 E N 29-05 E N 85-06 W S 03-05 W back N 55-05 W S 37-06 W S 25-15 E S 85-06 E N 04-04 E NORTH LINE LENGTH AB BC CD DE EA C En LINE AB BC CD DE EA OBSERVED BEARINGS FORWARD BACK DIFFERENCE (F/B-B/B) STA A B C D E COMPUTED INT. ANGLE CORR ADJUSTED INT. ANGLE ADJUSTED BEARINGS FORWARD BACK

Line Dist. AB BC CD DE EA 40.88 37.15 30.66 44.93 36.79 BEARINGS forward S 57-16 E N 38-06 E N 29-05 E N 85-06 W S 03-05 W back N 55-05 W S 37-06 W S 25-15 E S 85-06 E N 04-04 E NORTH LINE LENGTH AB BC CD DE EA C En LINE AB BC CD DE EA OBSERVED BEARINGS FORWARD BACK DIFFERENCE (F/B-B/B) STA A B C D E COMPUTED INT. ANGLE CORR ADJUSTED INT. ANGLE ADJUSTED BEARINGS FORWARD BACK

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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Dist. AB 586.23 462.31 BC CA 724.26 A Brg. N32-07-55E $54-21-37E $71-42-10W Lat. N32°07'55"E 586.23 39°34'15" Dep. Corr. lat. B 86°29'31" 724.26 S71°42'10"W Corr. dep. Bal. Lat. Bal. Dep. Adjusted dist. S54°21′37″E 462.31 53°56'14" Adjusted Brg.
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5 Determine the distribution of bending moment in the frame shown in Fig. P.16.16. Ans. MB =7 wl145, Mc=8 wĽ’145. Parabolic distribution on AB, linear on BC and CD.
Referanser Masseutsendelser Se gjennom Visning Hjelp Aa v A AaBbCcD AaBbCcDc AaBbC AaBbCcl AaB AABBCCD D. A- I Normal T Ingen m. Overskrift 1 Overskrift 2 Tittel Undertittel Avsnitt Stiler eftet fil som er midlertidig lagret på datamaskinen. Lagre 13.16 Assume that the retaining wall shown in Figure 13.39 is friction- less. For each problem, determine the Rankine passive force per unit length earth pressure with depth, and the location of the wall, the variation of of the resultant. Probtem $ (rdeg) 13.16 13.5 m 29 18.3 kN/m Sand Unit weight = y (or density = p) §' (angle of wall frietion) = 0 Figure 13.39 Jormal Titgjengelighet: Utilgjengelig Gjenopprettet
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