10.1 A simply supported beam carrying floor joist shown in Figure 7.9 (Module 7, page109) is made of rectangular wood having a dimension of 50mm x 100mm. Compute themaximum deflection if Ě = 8.47 x 10°MPa (for guijo, stress grade 80, NSCP, 2015)Where P = 1kNP P P P P PAB.1.0m1.0m4.0mFigure 7.9

Answered: Image /qna-images/answer/5ed0d1aa-3aa1-4d8b-9d44-c126033afb4a.jpg

10.1 A simply supported beam carrying floor joist shown in Figure 7.9 (Module 7, page 109) is made of rectangular wood having a dimension of 50mm x 100mm. Compute th maximum deflection if Ě = 8.47 x 10°MPa (for guijo, stress grade 80, NSCP, 2015) Where P = 1kN P P P P P P B. 1.0m 1.0m 4.0m

10.1 A simply supported beam carrying floor joist shown in Figure 7.9 (Module 7, page 109) is made of rectangular wood having a dimension of 50mm x 100mm. Compute th maximum deflection if Ě = 8.47 x 10°MPa (for guijo, stress grade 80, NSCP, 2015) Where P = 1kN P P P P P P B. 1.0m 1.0m 4.0m

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 beam has a height of 600 mm and a width of 300mm. Determine the maximum safe live…

Q: A wood beam carries the loading shown in the figure. calculate the magnitude of the bending stress…

Q: Design a singly reinforced rectangular section to resist a factored moment of 280 kN - m using the…

A: Given, f'c=20 MPa fy=400 MPa b=250 mm Mu=280 kN Pmax=0.85f'cfy(38β1)=0.85×20 400(38×0.85)=0.01355…

Q: 1 m column pinned at the top and MPa. Use NSCP 2015

Q: A piece of wood was cut into 3 pieces as shown below and will form into a l-beam section. Planks 1…

Q: The ratio of the maximum deflections of a sim ply supported beam with a central load w and of a…

Q: ) For a simply supported singly reinforced concrete beam of width b and effective depth d show that…

A: Assuming x=depth of the neutral axis As per BS 8110: C=AC×0.45fcuAC: Area of…

Q: A wide flange A60 steel column has a length of 5.8meters and pinned ends. If Sx=857x103 mm3,…

A: The following are the given information. A=7243 mm2 Fy=414 MPa Sx=857×103 mm3 Sy=135×103 mm3 d=358…

Q: Let, P=70KN, a=2.5m, b=1.5m and c=4m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED)…

A: P =70KN L = 9.5m

Q: The wood beam is loaded as shown below. If the section modulus, E = 1,800,000 psi, determine %3D a.…

A: Given, is a simply supported wooden beam with rectangular cross-section. To determine the moment of…

Q: Im W =8 kg /m A Im 50m SOLVE FOR THE FOLLOWING: a. TENSION @A b. TENSIONG B C. TENSION@ LOWEST…

A: Solution:- Let horizontal distance Between AC and CB are l1, l2 respectively. Horizontal distance…

Q: 3.4 Check the threshold validity below according to the bending requirement if 35MPa=m, f = 300 MPa.…

A: Dead load, DL = 5 kN/mLive Load, LL = 10 kN/mPL = 20 kNSpan, L = 4 mfc = 35 MPafy = 300 MPa3-25 mm…

Q: Determine the superimposed uniform load at the beam if the tensile stress at the bottom fiber is…

Q: Help me how to design the REINFORCED CONCRETE BEAMS WITH IRREGULAR CROSS SECTION as shown in figure…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: Consider the girder and the moving loads shown in (Figure 1). Suppose that P= 101 kN. A 6 m C 10 mi…

Q: For the given properties of beam below. Compute the flexural capacity of the bea b = 380mm d = 430mm…

A: Based on given data:

Q: Example 2 Determine the amount of steel required to create a bala for the beam shown, where 4,000…

A: In the question, steel grade and moment caused by the beam are provided. Also, the yield strength of…

Q: (1) SOL (2) SLL Calculate the Long-term deflection assuming that 25% of the live load is…

Q: Design the steel reinforcement for flexure for the beam to carry the loads shown in the figure…

Q: A horizontal 50 kN load is applied on a 610UB125 Beam as shown in Figure 4. Determine the stresses…

Q: From the given figure, compute for angle 0. Hinged, 6 m 1.2 m Wood 175-тт x 175-тт] (sg = 0.62) Sea…

Q: Determine maximum principal stress

A: To find maximum principal stress

Q: Design Shear ReinForcement For a beam Shown below. It's Si ze is 350 x 600· It's effective dep th…

A: Data given: Length of the beam (L) = 6.3 m Uniformly distributed load (w) = 130 kN/m Size of the…

Q: What is the long-term deflection for dead load plus 45% permanent live load for 1 year, there is…

Q: For the cantilever beam(300x700mm) to carried the loads shown in the figure below, calculate the…

A: Cantilever beams are not flexible structural elements that are supported at one end and loose at the…

Q: A wood beam carries the loading shown in the figure. Calculate the magnitude of the bending stress…

A: Given data in question UDL Point load Span member length Cross section To find out Bending…

Q: A crude diving board is made by nailing two metric-sized wood boards together as shown in Figure…

A: Calculate the moment of inertia for AD and EC. I1=1120.2860.0893=16.8×10-5m4 Calculate the moment of…

Q: Engineering Mechanics

Q: 4) Determine the minimum allowable height h of the beam shown in the figure if the bending stress is…

A: Given data b = 80 mm Allowable bending stress = 20 MPa

Q: BOLTED CONNECTIONS For the figure shown, use P = 100 kN, L = 300mm, SI = 100 mm and S2 = 180 mm.…

Q: 3/1 1/2 W% ↓t Wo t Wo-

Q: The overhanging flange width, if the depth of compression block is just enough to include the two…

Q: a) Is the beam properly reinforced/over-reinforced/ balanced Determine the factored moment…

A: RC Singly beam,b=500 mmD=700 mmd=600 mmf'c=48 MPaReinforcement: 3-30Mfy=400 MPaφc=0.65φs=0.85Es=2…

Q: A rectangular piece of wood, 134.03 mm by 100 mm in cross section, is used as a compression block as…

A: We will consider a small element and then calculate the normal stress in axial direction.

Q: monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are…

Q: .: For the composite structure shown in Figure, using unit load method (virtual work method), find…

A: A beam is hinged at A and supported by a link of 3m at C.The beam is loaded with a UDL of 10kN/m The…

Q: "Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 13 MPa.…

Q: A simply supported beam carrying floor joist shown in Figure is made of rectangular wood having a…

Q: A wood beam 200 mm wide by 240 mm deep is reinforced with 2-200 mm by 10mm thick steel plates at the…

Q: 30 cms 30 cms 30 cms d = 80 cms A', As d',= 3cms 10 15 cms cms 30 cms Given a R/C beam with section…

A: Given: f'c = 210 kg/cm2 fy = 4200 kg/cm2 As = 90 cm2 d = 80 cm bw = 30 cm bf = 90 cm tf = 25 cm d's…

Concept explainers

Sizing Joists and Rafters

In civil engineering and building construction, joists and rafters are the major components including beams and columns. Almost every structural construction including buildings, skyscrapers, bridges, commercial complexes, and so on makes use of joists and rafters to provide structural integrity to the building. Joists are primarily thick long pieces of metals, concrete, or wood that are used to support the floor and ceiling. On the other hand, rafters form the major component of pitched roofs, which are a series of sloped long pieces extending from a ridged area that makes contact with the plane area of the wall. They account for the load-bearing of the building along with the beams.

Question

10.1 A simply supported beam carrying floor joist shown in Figure 7.9 (Module 7, page
109) is made of rectangular wood having a dimension of 50mm x 100mm. Compute the
maximum deflection if Ě = 8.47 x 10°MPa (for guijo, stress grade 80, NSCP, 2015)
Where P = 1kN
P P P P P P
A
B.
1.0m
1.0m
4.0m
Figure 7.9

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

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

Calculate its nominal moment strength (M.) of the section. 18 in. 24 in. • Compressive strength of concrete f.'= 4 ksi • Yield strength of steel rebar f, = 60 ksi • Modulus of elasticity for steel E, = 29,000 ksi • Modulus of elasticity for concrete E. = 57,000, f psi • Rupture modulus of concrete f, = 7.5/f psi 2 #8 6 in. %3D 10 in. -10 in.
Q2/ Determine the amount of steel required to create a balanced condition for the beam that has height 500 mm, width 300 mm, effective depth (d) 450 mm as shown in figure 2, where f'c 25 MPa and fy = 400 MPa. (50 marks) %3D 300 mm 500 mm Figure 2
I saw this question solved before, both on Chegg and Bartleby and it was WRONG! Please,if you do not know how to solve DO NOT COPY the wrong solution.Thank you!
Solve ASAP
A simply supported beam carrying floor joist is made of rectangular beam having a dimension of 50mm x 300mm. Compute the maximum deflection if E = 8.47 x 10'MPa (for guijo, stress grade 80 NSCP, 2015). Neglect the weight of the beam. Where P- 1KN P P P 6.0m
please box the final answer
Please solve with complete detailed solution. Thank you.
Q1: A simply supported reinforced conerete beam has a cross-seetion as shown in the Figure 1. Using Working Stress Method to calculate maximum load (Wmax.). (Neglect self-weight), use fe=21 MPa and 6=420 MPa Wea 40 25 2m 6m- + 300 mm Figure 1 ك إضافة ملف
Determine the losses in the post-tensioned concrete beam as shown below. 560 mm Given: POST-TENSIONED BEAM with A PARABOLIC TENDON PROFILE Span Length = 20 m fi = 1200 N/mm² A, = 2850 mm² Ac 4.23x105 mm² 1=9.36x10¹0 mm e-560 mm (@midspan, from N.A.) fc= 40 N/mm² Es = 210,000 N/mm² μ = 0.19 K = 0.0005 (per meter) Anchorage slip = 5 mm (jacked at left-end only). (make sure to draw the force variation diagram for anchorage slip) V/S= 6 RH = 70 Dead Load 9.97 kN/m fpy = 1714 N/mm² Bridge Width III
Determine the maximum safe service live load that the beam can carry if the service dead load is 12 kN/m including the beam weight and based on the capacity of the beam section shown. Use fc'=40 MPa and fy=415 MPa. Top bars are 6-32mm and bottom bars are 3-28 mm, center to center distance between the bar layers is 108mm. 70 mm 108 mm 352 mm 7.2 mm 6.7 mm B A 70 mm 300 mm
Note: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50 From Situation 1: c. Compute the Euler's Buckling load (kips) Round your answer to 3 decimal places. Add your answer From Situation 1: d. Governing Nominal Compressive strength based on AISC E3-2 or E3-3 (kips) Round your answer to 3 decimal places. Add your answer
13