D2 Given: L1 = 8mS1 = 2.5 mL2= 8 mS2 3 mL3 = 8 mL4 = 8 mTotal dead load = 4.6 kPaLive load = 4.8 kPaThe interior beam KLMNO is to be analyzed for the maximum forces at ultimate condition, U=1.2D+ 1.6LCalculate the maximum reaction (kN) at N.332345354362(continuation)Calculate the minimum reaction (kN) at N.13923512592(continuation)Which of the following most nearly gives the maximum positive moment (kN-m) for span KL.180210230170 SITUATION.Refer to Fig. RC-001 for the floor framing plan and SE-103 for the load diagrams.KFig. RC-001BEAM DIAGRAMS AND DEFLECTIONSFor various static loading conditionsFor meang el synbe, s pa 2.29337. CONTINUOUS BEAM-FOUR EQUAL SPANS-THIRD SPAN UNLOADEDwlCRA-0.380 u Ra1.223 wl Rc0.357 uel Ro 0.598 wl181.RE 0.442 wl0.603 wt0.620 w-0.1205 uf0.558 ul0.040 u0.380 ul0.42 ulSHEAR0.397 wl-0.0179 wl-0.058 w+0.072 w+0.0611+0.0977 ulMOMENT0.3800.6030.442A Ma. ( Ifrem )- /38. CONTINUOUS BEAM-FOUR EQUAL SPANS-LOAD FIRST AND THIRD SPANSelEA.B.1.RA0.446 ul Re0.572 wl Rc 0.464 ul Ro =0.572 wl Re-0.054 wl0.482 sol0.446 wl0.018 e0.054 ul0.054 al0.554 wl0.518 wlSHEAR-0.0536 ul-0.0357 ul-0.0536 ul+0.0996 ul+0.0805 wlMOMENT0.4460.518 /AMa. 47 I trom A)-0.007 /39. CONTINUOUS BEAM-FOUR EQUAL SPANS ALL SPANS LOADEDwl1.RA 0.393 wt Re1.143 al Rc- 0.928 wl Rp-1.143 ied RE 0.393 wl0.464 ul0.607 l0.464 sol-0.0714 o0.393 ul0.536 ul0.536 ul0.393 ud0.607 solSHEAR-0.1071 w-0.1071+0.0772 w+0.0772 wt0.0364 u t0.0364 wMOMENT0.3930.5360.39320.536IA Max. ( frem A and -.0S/EFIG SE-103

Answered: Image /qna-images/answer/b0a52e1c-eb53-4082-b71a-bfaafe1d28cc.jpg

Given: L1 = 8m S1 = 2.5 m L2 = 8 m S2 = 3 m L3 = 8 m L4 = 8 m Total dead load = 4.6 kPa Live load = 4.8 kPa The interior beam KLMNO is to be analyzed for the maximum forces at ultimate condition, U= 1.2D+1.6L Calculate the maximum reaction (kN) at N. 332 345 354 362 (continuation) Calculate the minimum reaction (kN) at N. 139 235 125 92 (continuation) Which of the following most nearly gives the maximum positive moment (kN-m) for span KL. 180 210 230 170

Given: L1 = 8m S1 = 2.5 m L2 = 8 m S2 = 3 m L3 = 8 m L4 = 8 m Total dead load = 4.6 kPa Live load = 4.8 kPa The interior beam KLMNO is to be analyzed for the maximum forces at ultimate condition, U= 1.2D+1.6L Calculate the maximum reaction (kN) at N. 332 345 354 362 (continuation) Calculate the minimum reaction (kN) at N. 139 235 125 92 (continuation) Which of the following most nearly gives the maximum positive moment (kN-m) for span KL. 180 210 230 170

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

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
(2 18 4G III. Structural Analysis - 1 Assignment-2 Use the method of joint to determine the Force in all members of next trusses 3 1 من 3 T 4m 60 Ims.ub.edu.sa B. 2t 6m 60 60 E 6m боки akule ₁ 4Ł 10:38 117 60 B * Scanned by TapScanner
A steel beam having a span of 14 m. carries a dead load concentrated load Pp = 60 kN at its midspan. The beam is laterally supported at its span. Properties of the wide flange section. rts - 104.39 mm ho - 338.08 mm Jo -1.69 x 10^6 Cw - 4.3 x 10^12 d=356.11 mm tf = 18.03 mm tw - 11.18 mm Sx - 2343 x 103 mm rx = 155.96 mm ry - 93.98 mm Sy = 818 x 10^3 mm Zx = 2573 x 10^3 mm Zy= 1239 x 10^3 mm Fy = 345 MPa Iy = 151 x 10 mm Lp=3.98 Lb=14m Lr=12.98 Cb=1.14 Determine the safe concentrated live load that the beam could support at the center based on its design strength
What is the maximum deflection of this beam? W (P-WL2)/2 El L3 (8P-3WL)/(24 El) (8P-3WL)/(12 EI) L3 (8P-3WL)/ (6 El)
b) Three lona wires, Ctwo bronze and one steel) are equal in lanate and fuppert afe 6715KN at and support mneete rigiel bar o7 iskN ef Comnectedt their bottoms: IF the cross seetion ealeulate a' esch wire is120mm2, of area the stresses in each wire and also the strains in each wire Take F=loukH/mm", Esz200KHlmm²
7:47 59.0 :4G+ KB/S il ul 88 bartleby.com/solution- 14 = bartleby Q&A A 8 Engineering / Mechanical Engineeri... / Inte... / De... Determine the forces in memb... Textbook Problem Determine the forces in members AC and AD of the truss. D 4 kips 12 ft F 8 ft C. 4 ft B 10 ft -5 ft- Want to see the full answer
Draw SFD and BMD for the single side overhanging beam subjected to loading as shown below. Mark salient points on SFD and BMD. 40KN 0.5m 30KN/m -20KN/m 0.7m A AN B C E 2m 1m 1m 2m Indpired by life
Problem 3 104N 304 G D 8m H E MB 8m H 5m F 5m mmc Determine, ajaxial at column Be b.) shear at beam HI c. axial at Beam DE
Draw SFD and BMD for the single side overhanging beam subjected to loading as shown below. Mark salient points on SFD and BMD. -60KN/m 20KN 20KN/m A TAMIPAL Inspired by life C B D 3m 2m 2m
W 72 EI УБ A For the cantilever beam and loading shown, determine Part 1 (a) the equation of the elastic curve for portion AB of the beam, Part 2 out of 3 (b) the deflection at B, 10 wa 3x² W -2a- B - 16 ax down C
Refer to beam shown 20 kN.m 2 kN/m A B C D. 2m 4m 2m A -- -
How many zero force members are there in the truss shown? F. [E Hl100 '1 60 VKN kN 60 ♥kN Select one: O a. 4 O b. 2 О с. 1 O d. 3