Solve problem 4.33. STAEDTLMars plastic-ium of Coplanar Force Systemsndicated. Calculateweight of the beam.4.33 Compute reactions at each support for the beam shown. Thbeam weight is 50 lb/ft.3 kips10 kips2 kips/ft4.37 CalculaThe upNeglecПАВААbeam shown.Bshown.3 ft4 ft5 ftЯ в6 ftPROBLEM 4.334.34 A rod of uniform cross section weighs 4 lb/ft and is pin-connected at point A, as shown. The rod supports a load of 48lb at point B and is held horizontal by a vertical wire attached?ft from point B. With a force of 85 lb in the wire, determine thelength of the rod.Vertical wire-Pin connection2-0BL= ?48 lbPROBLEM 4.34Section 4.6 Equilibrium of NonconcurrentForce Systems4.35 Determine the reactions for the beam shown. The beam hasa pinned support at one andtherPROB4.38A

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Answered: STAEDTL Mars plastic -ium of Coplanar…

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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CE - PC 311 - STRUCTURAL THEORY Quiz No. 2F - Analysis of S tatically In determ in ate Beam s 1. By the moment-area method find the slope and de flection at the fre e end A of the cantile ver beam AB. E = 30,000k/in and I = 200 in ". Re fer to the fig ure belo w. A ll decim a ls must be in c lu ded, do not round off answers. All fig ures must be included and drawn straight. Curves may be done freehand. Sum marize your answers as shown b e lo w. w kit ft ft 1.110 7 8 Required Va lu es Answer O A A L1 L2 B.
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