4.7 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 TI 23-0 END-BAY T2 SPAN L3 INTERIOR-BAY BM WIDTH 23-0 END-BAY 12 LS b. Assuming that the interior bay has the same thickness as the end bays in the previous question, what is the maximum allowable span for the interior bay (L3)? c. Assuming that the bottom of slab at all bays is at a constant elevation, and there is a 2" depression at the top of cantilever balcony slab, what is the thickness of left cantilever (T1)? d. Assuming a constant elevation at bottom of slab, and 2" depression at edge of cantilever balcony, what is the maximum length of right cantilever (L5)?

4.7 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 TI 23-0 END-BAY T2 SPAN L3 INTERIOR-BAY BM WIDTH 23-0 END-BAY 12 LS b. Assuming that the interior bay has the same thickness as the end bays in the previous question, what is the maximum allowable span for the interior bay (L3)? c. Assuming that the bottom of slab at all bays is at a constant elevation, and there is a 2" depression at the top of cantilever balcony slab, what is the thickness of left cantilever (T1)? d. Assuming a constant elevation at bottom of slab, and 2" depression at edge of cantilever balcony, what is the maximum length of right cantilever (L5)?

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

A fully composite section that is comprised of an A992 W16x31 with a 5-inch, (f'c= 4 ksi) slab on top of it. The beam span is 30' and the spacing of the beams is 5-foot. All the shear studs to make the composite beam were completely forgotten to be installed by the contractor. Assume that the friction between the slab and the steel beam is enough to provide continuous lateral support to the compression flange of the steel beam but provides no composite action between the concrete and the steel. What is the LRFD moment capacity (4bMn) of this badly built attempt at a 'composite' beam, Hint; The flexural strength of the unreinforced concrete slab is 7.5*(f'c)^0.5 Also, the fundamental flexural equation is MC/I. Show all work.
Reinforced concrete design is the subject
RCDA reinforced concrete T- beam, section in Figure 2 (a), is subjected to an ultimate uniformload and concentrated loads as shown in the Figure 2(b). The beam is reinforced with 6-28 mm diameter tension bars at the point of maximum positive moment (at midspan -bars at the bottom), and 3-28 mm diameter tension bars at the point of maximum negativemoment (at the supports - bars at the top) .. The design properties used are: f ‘c = 21MPa and fy = 414 MPa, ; flange width = 650 mm, flange thickness is = 90 mm; webthickness = 250 mm; effective depth = 410 mm.Need to answerQ. Draw the shear and moment diagrams for the given loads;
I need the answer to the question in reinforced concrete
A plywood beam is built up of 6-mm strips separated by blocks as shown in Fig. P-577. What shearing force V will cause a maximum shearing stress of 1.4 MPa?
ABCDEF completed, Need help with G,H,I A- L = 19' B- h = 12" C- DL = 200 psf LL = 50 psf D- u = 320 lb/ft^2 E- 12960 lb*ft F- concrete cover 2"
( CECE2240 - Design of structure -1 ) EXPERIMENT :Designing and detailing of singly reinforced simply supported beam - ACI Code Step 1 Step 2 Step 3 Step 4
Subject is reinforced concrete design please show all steps and solve all parts thank you
3. L) Obtain Ma for the section shown below if fea = 27 MPa and f, = 400 MPa 385 mm 4-D29 65 mm 350 mm 4. (" beam if simply supported span length L = 6 m, b = 300 mm, d= 480 mm, h = 540 mm, fa = 21 MPa, f, = 300 MPa, A. = 3-D29 and (normal weight concrete) = 25 kN/m' Assume that the dead load is produced only by the self-weight of the beam. Determine the maximum live load that can be supported by the singly reinforced rectangular
A reinforced concrete T-beam has the following properties: Flange width b=1500mm, web width bw=250mm, effective depth d=600mm, slab thickness t=100mm, assume f’c=20.7MPa and fy=345MPa. The beam is reinforced with 6-28mm bars. PLEASE ANSWER ALL, THANK YOU!
Please answer part 4