LL= \00 PSF DL= 60 PSF 20' ASD LOAD COMBO: TL= LL +DL 30' 5 EaUAL SPACES Delermine tolel unifum looding (wn) on beam Bl. BI
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- TOPIC : TRUSS ADALYSIS (USWE METHOO OF JONTS) complete one tabe. EXPERIM ENTA L OMPUTED VALUES TRIALS % EPOR VALUES, N TRIAL #I RA=O4459 K9 (6.5258 Ikg load at pt-C KF :0-3345 ka 3.2781 -2.99N (T) -4.39 N (T) (c) BOTTOM CADRO WEB TOP CHORD 6-17 H (C) B P16URE OF TROSS A2010-biT REINTORCED CONCHSTE Homework3 Design the Inverted T-beam shown in the following floor system for both positive and negative moments, then druw the detailing showing the top and bottom reinforcing sleel bars • The columns are masonry construction Additional Dead Load (Superimposed DL) - 2.5 KN/m Live Load: 4 kNm Slab Thickness : 150 mm f21 MPa , ty 420 MPa 3.0m of 9.0m 3.3m 40m 4.0m Ao 4.0pm 4.0m 40m SECTION 1-1 CRY 407 ENGINEERING DEPARTMENTHiW@ Draw S.f.n and BiMin for beam shown by Naphial methds Anst hinge %3D M= 9 W.m 3m 2m 3m Mmny = -6 IW.m
- 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,A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.wL+ Smax 8EI
- Pabacboadcom Question Campletion Stutn MOD LE 4 A Movtng to another question will save this response Question 1 A hwo span beam subjected to shear and flexure only is reinforced as follows: @ MIDSPAN 2-016 mm 3-016 mm SECTION @ FACE OF SUPPORTS TOP BARS BOTTOM BARS 5-016 mm 2-016 mm Given: Stirrup diameter, dg - 10 mm Concrete fe=21 MPa Steel rebar fy 415 MPa Stirrup fy= 275 MPa Beam sizebxh=250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN-m (nearest whole number) kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending =1. (a) Calculate the tributary area, AT, for column 2A in the 4th floor (i.e. the column supporting the roof) to be used in calculation of total roof live load on column 1A (note that "roof live load" is different than "floor live load"). (b) Calculate the tributary area, AT, for column 1A in the 2nd floor to be used for calculation of floor live load acting on the column. c) Calculate the tributary area, AT, for column 1B in the 1st floor to be used for calculation of floor live load acting on the column. (d) Calculate the influence area, AI, for column 1B in the 1st floor for floor live load. e) For a specified live load of p. = 40 psf, calculate the design floor live load, pz [psf], for column IB in the Ist floor using floor live load reduction from code (if allowed). () Using your answers from (c) through (e), calculate the axial force, P. [kip], acting at the top of column 1B in the Ist floor due to floor live load. (g) If columns are 16 in. x 16 in. in x-sect, typical floor beams…Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesDetermine the maximum load P that can be applied to the lap joint connected bythree – 16 mm diameter rivets. Note: Draw its FBD
- 7:YE I %AV . * O ASSIGNMENT (H... ASSIGNMENT Using method of sections, determine the force in members identified (CD, CI, El and HI) for the trusses shown 24 kN 24 kN Io to B E 1.5 m A J IH 4 @ 2mPlz,solve this problem one by one using Flexibility Method and show all the steps also draw SFD and BMD. Structural Analysis-2(1) 21" 3" 4#9 bood 14" (1) Ec = ? (2) fr=? (3) Mer=? (5) #4 (4) When M = 70 & Mn = ? fé = 5 ksi Grade 60 Steel NWC. ft-k I 1R-2 Dr b=14", h=24" #4 tied stirrups. 4 #9 Rebars. fe=? Please write down units properly in the final answers. fs=?