Prepare a schedule of bars for the R.C.C. Lintel shown in the fig. 4-ºassuming bearing of the lintel be 15 cm on walls at each side. Weight of 10mm bar0'62 kg/rin and 6mm bar-0.22 kg/rm.62.10 CRANKE: BAR-C-2 N. 10mm HANGER BAR2.imBacon,23-aab 4.10mdcmm STIRRd=2ko centTail=4KICE17cmT15cm-30 CH

Answered: Image /qna-images/answer/190b34db-fb9b-4e41-aa3c-7bcca25f8105.jpg

Answered: Prepare a schedule of bars for the…

Engineering

Civil Engineering

Prepare a schedule of bars for the R.C.C. Lintel shown in the fig. 4-²

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

4.9-1 Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L4× 31⁄2 × 1⁄4 SLBB. The angles will be connected to a 3⁄8 -inch-thick gusset plate.
tab Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. What horizontal force F2 is required at point A for equilibrium? A- Ta IT 3- 14.14 V caps %3D %3D 2. Y = Ya 43) -1,27 37T 31T 2.5m 55 Waker F2 alm 3 m Ixc= a"(9n²- 64) 3"(Ap?-64) 72TT = 8,89 Side view 72T1 heg= Oh-CG 5.5-1.27 = 4,23 10 IxC e = 8,89 F= 10.(9.8 1) -(4.23) · (14,14) = 586,757.69 heg A 4,23 (14.149 NY86 Am-cG-e 1,27-. 1496=1.12 = arm+ FR ,12+586,757,68 3. = 195586,26 N
E CH2- Resultant paf - Adobe Acrobat Pro Estended Fle Edit View Document Comments Forms Tools Advanced Windew Help 2/87 If the resultant of the two forces and couple M passes through point O, determine M. 150 mm 60° mm 30 M, = M-400x 0.15cos30-320x0.3 0 M = 148 Nm CCW 320 N 160 400 N mm Example : Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N ahid hamoodi •..
Untitled Paint File View 69 X Clipboard ▷ 1224, 491px Q Search d 23 Image N V 607 x 634px 18° D 10 A 4 Tools Ⓒ d₂ d₁ PROB. 2.5-8 El 168 CHAPTER 2 Axially Loaded Members 2.5-8 A brass sleeve S is fitted over a steel bolt B (see figure), and the nut is tightened until it is just snug. The bolt has a diameter d = 25 mm, and the sleeve has inside and outside diameters d₁ = 26 mm and d₂ = 36 mm, respec- tively. dв Brushes Calculate the temperature rise AT that is required to produce a compressive stress of 25 MPa in the sleeve. (Use material properties as follows: for the sleeve, as = 21 X 10 °C and Es= 100 GPa; for the bolt, ag = 10 X 106/C and EB 200 GPa.) (Suggestion: Use the results of Example 2-8.) 1920 x 1080px N40 Sleeve (S) Shapes Bolt (B) 4+ M Size O OO 00 000 Colors 100% AVENG I 0 0% X + 11:33 CH 30/11/2022
2. Determine the adequacy of the clip angle connection shown. The allowable stresses are 100 MPa for shearing, 220 MPa for bearing, and 140 MPa for tension for the seat angle and the rivets. 45 kN 220 mm I 16 65 32 150 150x100x16 clip angle 20 mm o rivets 16 100
figure below. The specific of oil is 0.8. (H₁-3m, H₂-2.6m, H3-4m, P-49.05 kPa, L=5m) 2.8. Calculate the force F necessary to hold the 4 m-wide gate AB in position shown in the A 2 hinge triangles lix5x48-4080 13 Air Oil Water H₁) H₂ H3) P 8₁ 40+ +/215 1197
Test#1 -zzen-zax AlpQLSdM75VMOVqbMa1WtS9n99RYc6PifeGUTpVBOluyMUUVYQgqqA/formResponse YouTube Replace the three forces which act on the bent bar by a force-couple system at *.the support point A 2100 lb 4' 1500 lb •A B. 30° C. 2' •E. 800 lb 3' oogle
Situation 25: For shear and moment calculations, use the O X NSCP coefficients Section 408-4 provided in the problem. File Home Insert Draw Design 요 Share 24 % Cut E G O Find Times New Romar - GIVEN: )d e Copy ab. Replace Paste B IU- abe L1=L2= 6m L3 = 7.0m S= 2.5m V Format Painter A Select ... Beam section(all beams), b x h=350 x 450mm Slab thickness, t = 100 mm Clipboard Editing Materials : fc' = 27.5 MPa, fy = 415 MPa Loads : Live load, w, = 3.6 kPa M N Dead load, wD = 5.0 kPa L1 L2 L3 84. What is the moment(kN-m) at end F of the beam EF?. 93.8 b. 105.8 с. 117.6 d. 144.1 а. 85. Find the moment (kN-m) at midspan of beam FG. а. 58.6 b. 67.0 с. 85.3 d. 117.3 86. What is the shear (kN) at end F of the beam EF?. 83.04 b. 95.5 с. 111.2 d. 118.2 a. 87. Find the value of the maximum shear (kN). 83.04 b. 95.5 с. 111.2 d. 118.2 а. 88. Determine the maximum reaction (kN). a. 95.5 b. 112.4 с. 178.6 d. 195.5 Situation 26: A 600 mm diameter column contains 20-28 mm dia. bars arranged in a circle.…
LA WHAT IS THE MINZMUM THICK NESS FOR A SIMPLY 251 SUPPORTED SLAB /THE VZEW DIMEN STNS SHOWN 20 VZEW I 4B DESIGN THZ SIAB W/ THE M ZNZMUM THICKNESS. ACCOUNT FOR THJI SELF WIEIGHT 1 A LIVE LDAD of 50 PSF, USE Fé =4 KsI Fr = 60KSZ boksz VIEW 2 1 INTERNAL EXPOSURE. DRAW Yove CRoss SECTION w/ DIMENSIONS,
J 7.12 A built-up steel member is composed of a W18 X 71 wide- flange section with a 12-in.-by--in. plate welded to its top flange, as shown. Locate the X-X centroidal axis. SE 200 N X- PROBLEM 7.12 Ç 12" Cover plate- 12" × ½" W18 x 71 £ Sym. 19 Y-Y ba -X MBJBORS
The riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If diameter of hole equals diameter of rivet, what is the net area of edge-1-3-4-edge in square millimeters? a. 2685.5 b. 2752.5 c. 2792.4 d. 2632.96 2. If diameter of hole equals diameter of rivet, what is the net area of edge-1-2-3-4-edge in square millimeters? a. 5325 b. 4685 c. 2890 d. 3080 3. What is the limiting value of the net area for this steel element with hole (square mm) a. 2880 b. 2646 c. 2856 d. 2080 4. If allowable rupture stress in holes is Fu/2 where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534.5 kN b. 560.5 kN c. 546.5 kN d. 550.5 kN
Classify the structure as statically determinate (Write SD), statically indeterminate (Write only the degree of indeterminacy, i.e. if SI in 2 degree, only write 2) or unstable (Write U). Blank 1 ... B roller pin fixed