2. It is known that the cross-section size of one wall with windows is 1000mmx240mm. The wall is built by MU15 fired common brick and M5 mixed mortar. One reinforced concrete beam with cross-section size 200mmx500mm is put on the wall (as shown in the right figure), the beam end support length is a 240mm. The design value of upper load at the section of beam bottom is 200kN. The design value of beam end support reaction is N-55kN. Check the local bearing capacity of the masonry at the bottom of the beam. (f=1.83MPa, n=0.7, y≤2). 240

2. It is known that the cross-section size of one wall with windows is 1000mmx240mm. The wall is built by MU15 fired common brick and M5 mixed mortar. One reinforced concrete beam with cross-section size 200mmx500mm is put on the wall (as shown in the right figure), the beam end support length is a 240mm. The design value of upper load at the section of beam bottom is 200kN. The design value of beam end support reaction is N-55kN. Check the local bearing capacity of the masonry at the bottom of the beam. (f=1.83MPa, n=0.7, y≤2). 240

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A simply supported rectangular beam has a width of 300mm and the distance to the centroid of…

Q: A 200 mm x 220 mm timber post is subject to an unknown axial compressive load (F) that is eccentric…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: A Concrete Masonry Unit Wall is constructed as follows: • Length 8000 mm • Height 4000 mm . There…

Q: Question 2: In question 1, if the beam height (h) is changed to 550mm. Also, the beam reinforcement…

A: Note:- “Since you have posted a question with multiple sub parts, we will provide the solution only…

Q: A simply supported beam has a section given in (a), with normal-weight concrete compressive strength…

A: Given bw=12''d=24''fc1=4.5 ksifyt=40 ksi Consider the free body diagram; Calculate factored load…

Q: reinforced beam will be provided with the reinforcing bars corresponding to 90% of the maximum…

A: (a) Estimation of steel areaThe steel area can be estimated using the following formula:Ast =…

Q: Question A concrete beam of rectangular cross-section of 200 mm x 400 mm is pre-stressed with a…

A: GivenCross-section-It is needed to find the maximum compressive stress in the concrete.

Q: Determine the discharge capacity of a 150-mm-diameter new wrought iron pipe to carry water at 20°C…

Q: Q3: A 10-inch hollow, 25-foot-high concrete masonry unit (CMU) wall has the following…

A: Given, Wall thickness: 10 inches Wall height: 25 feet Bearing plate dimensions: 1 inch thick, 9…

Q: Design According to ACI 318-19 CODE if possible, otherwise mention the code used for the design

Q: Steel: A= 500 mm? ,- 120 MPa Timber: 1.8 Find the maximum allowable value of P for the column. The…

Q: Figure3 Q3: A 400-mm-wide cantilever beam frames into the edge of a 400-mm-thick wall similar to…

Question

Please give me correct answers ASAP score is
12
2. It is known that the cross-section size of one wall
with windows is 1000mm×240mm. The wall is built by
MU15 fired common brick and M5 mixed mortar. One
reinforced concrete beam with cross-section size
200mmx500mm is put on the wall (as shown in the
right figure), the beam end support length is a=240mm.
The design value of upper load at the section of beam
| 240
bottom is 200KN. The design value of beam end
support reaction is NF55KN. Check the local bearing capacity of the
masonry at the bottom of the beam. (f=1.83MPA ,ŋ=0.7, ys2).

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data.

VIEW

Step 2: Calculating The local bearing capacity of the masonry at the bottom of the beam

VIEW

Solution

VIEW

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Find the minimum required area of the steel bearing plate so that the stresses are not exceeded.
Subject: Reinforced Concrete Design IS 456 A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 - 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc' = 27.6MPa, fy = 414.7MPa, d' = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 10kN/m, a uniformly distributed live load of 5kN/m, the safe concentrated live load that it could carry acting at the midspan is ______kN.
RCC.
Design Problem 1 & 2 Determine the cracking moment for the prestressed beam section shown if f'c = 35 MPa. Use a modular rupture of fr Assume normal weight concrete. = 0.621√ f'c C = 100 mm b₁ = 350 mm D = 125 mm d = 440 mm h = 500mm b₂ = 200 mm Figure 1.0 Cc 60 mm C-150 mm h, 250 mm b₁ = 250 mm b. =350 mm Figure 2.0 d 630 mm h = 700mm Ce 70 mm
Given the following properties of beam: b = 250 mm, d = 325 mm and h = 400 mm. a) Assuming the concrete is uncracked, compute the bending stresses (in MPa) in the extreme fibers of the beam at M = 100 kN-m. Blank 1 b) Determine the cracking moment (in kNm) for the section if f'c = 28 MPa. Blank 2 c) Compute the flexural stresses in the concrete and steel of the beam using the transformed-area method at M = 100 kN-m, n = 9 and reinforced with 5-16 mm diameter tension bars. Unit must be in MPa. fc = _Blank 3, fs =__________ Blank 4
1.22 Calculate the design moment strength of the precast concrete section shown in Fig. 3.39 using = 4 ksi and f,= 60ksi. 589 20 19"
PROBLEM TO SOLVE: 600 mm 400 mm 6-25mm diam. 90 mm Using fc' = 28 MPa, Mmax = +320 kNm Determine the following: a. Cracking Moment (kNm) b. Compressive Stress felt by concrete (MPa) c. Tension Stress felt by the tension bars (MPa) d. Moment of Inertia under critical condition e. Demand Capacity Ratio of Concrete under Compression Stress f. Compression force on concrete (kN) g. Distance of the compression concrete force from the neutral axis (mm)
Question 4 A 6 KN force is applied at the free end of a wood (E = 12GPa) beam with dimensions given in Fig. Q4. Neglecting the effect of fillets and stress concentration, determine (a) the maximum compressive stress and its location at section A-A; (b) the maximum shearing stress and its location at section A-A; (c) the deflection at section A-A. 6 kN 300 mm 400 mm ΤΑ 叶 ¡A Fig. Q4 96 mm -- 12 mm 12 mm 48 mm