Figure 500 lb/ft -9 ft 2000 lb -9 ft 1 of 1 Part A Identify the shear diagram for the beam.(Figure 1) O O O V (kip) V (kip) 5.12- 0.625- -1.375- -3.625- V (kip) 3.625- 1.375- -0.625- -5.12- Submit V (kip) 5.75 9 -5.76 Request Answer 18 x (ft) 18 x (ft) -x (ft) 18 18x (ft) Part B Identify the moment diagram for the beam. O O M (kip. ft) M (kip-ft) M (kip. ft) M (kip.ft) 9 -25.9 9 -25.9 25.9 9 25.9 9 18 18x (ft) 18 x (ft) 18 x (ft) (ft)

Figure 500 lb/ft -9 ft 2000 lb -9 ft 1 of 1 Part A Identify the shear diagram for the beam.(Figure 1) O O O V (kip) V (kip) 5.12- 0.625- -1.375- -3.625- V (kip) 3.625- 1.375- -0.625- -5.12- Submit V (kip) 5.75 9 -5.76 Request Answer 18 x (ft) 18 x (ft) -x (ft) 18 18x (ft) Part B Identify the moment diagram for the beam. O O M (kip. ft) M (kip-ft) M (kip. ft) M (kip.ft) 9 -25.9 9 -25.9 25.9 9 25.9 9 18 18x (ft) 18 x (ft) 18 x (ft) (ft)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

AT-section is the cross section of a loaded beam as shown. Given: U1-32 kN/m; M1 = 100 kN-m; P1=120 kN a.) Draw the shear diagram using graphical solution b.) Determine maximum shearing stress. c.) Determine the shearing stress at the junction of the T-section. 200 mm 32 M- 100 P-120 16 ト 4"L 6 m) 20 mm CS Scanned with CamScanner 100 mm ww Os
lho H.W.2: 1,200 mm The load P produces an axial strain of -1,800 pe in post (2). Determine the axial strain in rod (1). (1) rigid plate 480 mm bare 1.5 mm 600 7. 100000\ 300 mm 300 mm 600 mm (2) S. 1,0 8 11 2,09 4 1, nd supported by two rods at A and- E naliad After load Pis applie
/stemezcom Lec3 working stres For the beam shown below, determine the concrete and steel stresses at the locations of the maximum positive and negative moments, Use ſ'c = 25Mpa. The answers are MPa, MPa, MPa and MPa. 3okN/m 8m 1m 4-25mmØ- -Top bars -4-16mmØ 250 250 bottom bars 630 630
A flanged cross section is Used to suppaut the lcads shown on the beam on the ext page. The dimen glons oF the ghape are given. Congider the entire om length g Hhe beam and defermine. a:) he maximum tengion bending stres at along he beam and, any location B) te maximum compreggion ben ding stress at any Jocatien along the beam. 20am l00 mm 4.5 YN JOmm Is kN Im 310 mm 270mal AI 1. 5m 1.2m 1o mm 20nm
Ana ly ze the sta tic a lly in d e term in a te b e am d is trib u tio n me th od. Draw shear and bending -moment diagram s. Sketch o f th e de fo rm e d structu re not needed. shown by the moment- 12 ft 28 ft w A B 3 lc 2 lc 3 lc -> 40 ft 20 ft 4 0 ft P(k) w (k/ft) 43.8 3.0
t046/The dimensions of the reinforced T beam i'n fig P-1095 are bi = 75omm,hi=l00mmm b:300mm,and h-45 omm.lfn=8and Ass 3300 mméodetermine the maximum bending moment that may be applied without exceeding fe=12 MN/m? and fr190MN1 m? he45.00mm
C):-The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown, determine (a) The slope at point 4. (b) The deflection at point B. Use E 200 OP 20 kN/m AT 24*2 s mid-1.5ml-1.5 m
Q2. (а) A beam is supported and loaded as shown in Figure Q2(a). Point A is a M 6 UTM pin support and point B is reactions at A and B. a roller support. Determine the support ITM M UTM 30 kN O UTM 80 kN/m 30 UTM UTM & UTM UTM :D M UTM 200 kNm 6 m В 12 m UTM TM UI *- *TTM FIGURE Q2(a) 3 UTM TM UTM *TTM
5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long horizontal and two 2 m long vertical bars. Find the tensions in rods DE and DG. D G J M B E H K F NO 2KN 2KN 2 KN Filenamepllignre5-1-truu7 Problem 5.1.20
Q2/ A beam has a cross section as shown below with unknown dimensions of the flange (b₂) and the web (b₁) and is subject to a maximum positive moment at the center which causes a tensile stresses at points A and B of 900N/cm² and 600 N/cm² respectively ba 10 50 Cm T B ·lookN 20 I'om 200cm L 20m
4 Determine the design angle 8 for connecting mem- ber A to the plate if the resultant force is to be directed vertically upward. Also, what is the magnitude of the re- sultant? F₁ = 500 N -00 00 y ooo B FB = 400 N X
Proble m Ana ly ze th e sta tic a lly in de term in a te beam shown by the moment- d is trib u tio n m e th od. Draw shear and bending -moment diagrams. ske tch of th e de fo rm e d struc tu re not needed. 12 ft 28 ft Ac 2 lc A AD B 3 lc 3 lc 4 0 ft 20 ft 4 0 ft P(k) w (k/ft) 55.4 5.9