Which of the following represents the effective slab width for the composite beam (Beam 1) highlighted below? 45' - 0" Beam 1 Concrete slab and orientation of metal deck O A. 107" O B. 115" OC 145" O D. 120" O E. None 3 @ 10'-0" = 30'
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A: b=250 mmd=450-40=410 mmfc'=21 MPafy=276 MPa
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A: b=250 mmd=450-40=410 mmfc'=21 MPafy=276 MPa
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Q: A 250x450mm beam with a concrete cover of 40mm and stirrups of 10mm with fo' of 21Mpa and fy of…
A: b=250 mmd=450-40=410 mmfc'=21 MPafy=276 MPa
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Q: Problem No. 1A 250x450mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 21Mpa…
A: b=250 mmd=450-40=410 mmfc'=21 MPafy=276 MPa
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For the beam (beam 1) highlighted in the figure, the span of the slab it needs to support is,
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- Determine the required qty. rebar for this slab with a clear dimension of 5.6m x 7.8m SHORT SPAN (BAR SPACING IN MM.) LONG SPAN BOTTOM BARS (88) BOTTOM BARS TOP BARS CONT. (TBC) (BB) 300 200 #10 @250 SLAB MARK $17 THICK- BAR Ø NESS (7") 2V6 400x700 160 UNLESS OTHERS SPECIFIED 12 TOP BARS DISCONT. (TBD) 2H12 400x600 $17 (160) 2H14 400x600 2V11_400x650 40 C1 TOP BARS DISCONT. (TBD) (BAR SPACING IN MM.) TOP BARS CONT. (TBC) #10 @175 REMARKS TWO-WAY4.7 The cross section of a conventionally reinforced concrete one-way slab is shown below. Using ACI Table 9.5(a), answer the following questions: 5'-0" CANTILEVER TI 23-0 END-BAY T2 SPAN L3 INTERIOR-BAY a. What is the minimum slab thickness at end bays (T2)? Member Solid one- way slabs BM WIDTH Beams or ribbed one- way slabs TABLE 9.5(a)- - MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED Simply supported 23-0 END-BAY 12 €/16 CANTILEVER Minimum thickness, h Both ends One end continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections 1/20 024 U/28 U/10 d/18.5 (21 €/8 Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as follows: a) For lightweight concrete having equilibrium dersity, we, in the range of 90 to 115 loft, the values shall be multiplied…+ „blackboard.com/ultra/courses/_96287_1/cl/outline Question Completion Status: 4 8 9 10 A two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @ FACE OF SUPPORTS TOP BARS 2-020 mm 5-Ø20 mm BOTTOM BARS 3-020 mm 2-020 mm Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar = 415 MPa Stirrup fy = 275 MPa %3D Beam size b xh = 270 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) kN m (nearest whole Design Moment strength of section at midspan for positive bending = 32°C Light rain ^ O O G ) ENG 1:42 pm ロ
- Q#1: Differentiate between the following: Q) Two way beam supported Slab & Flat Slab Structural Systems SubjecRcd 2A typical bay of a composite floor system is illustrated in below. Select an appropriate ASTM A992 W-shaped beam and determine the required number of w- in.-diameter steel headed stud anchors. The beam will not be shored during construction. Beam to be designed 7%" total depth normal weight slab on 18 gage composlte deck A 45'-0" Plan Section A-A To achieve a two-hour fire rating without the application of spray applied fire protection material to the composite deck, 4 1/2 in. of normal weight (145 lb/ft') concrete will be placed above the top of the deck. The concrete has a specified compressive strength, f. = 4 ksi. Applied loads are as follows: Dead Loads: Pre-composite: = 75 lb/ft2 (in accordance with metal deck manufacturer's data) Self-weight = 5 lb/ft2 (assumed uniform load to account for beam weight) Slab Composite (applied after composite action has been achieved): Miscellaneous = 10 lb/ft? (HVAC, ceiling, floor covering, etc.) Live Loads: Pre-composite: Construction = 25…Propose an economical and safe design of mentioned RC Slab Panel and RC beam. Use material densities to calculate the dead loads on slabs and beams and Draw the longitudinal & cross-sectional detailing of the structural elements. The structural design requirements specified by the ACI 318 and Building code of Pakistan are to be followed. The steel grade used in the reinforcing bar is 420 and concrete compressive strength (fc’) 24.7 MPa is to be used. Following activities are to be completed in this Engineering Problem. EA1: Factored load calculations using the material densities and ACI 318 recommendations EA3: Design the structural elements prepare a detailing drawing
- define composite beamc) What are limitation in Etabs ? Please answer the question according to your practice course d) What the differences between the options: Modeling, Analysis, Design and Detailing? e) How to define your beams columns ? please explain it brieflyA floor plan shown below is subjected to an imposed load of 2.5 kN/m². and a floor finish load of 1.5 kN/m². Assuming the size of all the beams as (300mmx550mm), Grade of concrete as C25/30, steel strength as 500 N/mm², XC2 exposure condition, unit weight of concrete as 25 kN/m³ and simply supported condition. 1) Design the slab S1 for main and secondary reinforcement and check for maximum spacing of bars.
- Question 3 a) A suitable base plate for a 305 x 305 x 118 UC S355 column section subjected to a 2500kN design load is needed. Assuming it is supported on concrete of compressive characteristic strength 30N/mm2. What is the minimum dimension of the plate required? b) What is the minimum dimension of the plate thickness c) If the concrete strength is 20N/mm2, would the dimensions of the plate be safe?Please show complete solution with FBD. Determine the centroid of the composite section, made up of a 450mmx 300mm triangle, a 250 mm x 300 mmrectangle, a semi-circle of 200 mm radius, with a 200 mm quadrant of a circle and a 75mm radius of full circleinscribed on the center of the rectangle.Problem 1: Calculate Mn and check the minimum steel limit f'c =4 ksi, fy 60 ksi. 2.5" 25" 6-#9 12" 3.5" 4" 25"