FIGURE Pu in KN Wu in kN/m including beam weight L in meters 400 As=2500MM? units for dimension in mm 200 As=2500 mm2 d:=330 mm L=3 m f'c=21 Мра d'= 70 mm P=0.85 fu=230 MPa b=200 mm b,=400 mm w,=100 kN/m (Factored) P,=40 kN(Factored) 00L 00

FIGURE Pu in KN Wu in kN/m including beam weight L in meters 400 As=2500MM? units for dimension in mm 200 As=2500 mm2 d:=330 mm L=3 m f'c=21 Мра d'= 70 mm P=0.85 fu=230 MPa b=200 mm b,=400 mm w,=100 kN/m (Factored) P,=40 kN(Factored) 00L 00

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: Problem Solving: Round off your final answer to 2 decimal places. 3m 3m 4 m 20 kN 15 kN 10 kN 2 D…

A: For the frame provided below, consider the following properties, Members along level 2: Regular…

Q: Compute the distance back to the channel "b"in mm. Fy = 250 MPa Using NSCP 2001, compute the axial…

A: ANSWER HAS DONE FOR THE FIRST 2 QUESTIONS 1. distance back to channel for 2 channels: Ix = Iy Iy =…

Q: Assume F₁ = 40 kN, F₂ = 50 kN, F3 = 15 kN, F4 = 50 kN, and M = 130 kN.m. 6 m H F 8 m B C M D x F₂

Q: Two boards each having the same EI and length L are crossed perpendicular to each other as shown.…

A: Free body diagram of box1 Free body diagram of box2

Q: Find Stability and Determinace and indeterminate in Beam and Trusses and Frames.

A: As per the guideline of BARTLEBY, we are only supposed to solve the first three sub-questions. a)…

Q: A) Determine all the forces of every member and identity members that can be solved by method of…

Q: Determine the Vertical Deflection at the hinge E- 29x103 ksi = 80 in 4 5 k internal hinge 1.2I 3'

Q: B 4 ft P D C 3 ft- 3 ft

Q: snip

A: The moment of inertia of a body about an axis is sometimes represented using the radius of gyration.…

Q: Find the horizontal and vertical components of the forces at all joints. The reaction at point B is…

Q: b) Design check of an equal angle 150 × 150 × 10 for an axial factored tensile force 300 KN using…

Q: Determine the slope at the end Cof the beam. Use the conjugate-beam method. E-200 GPa, 1-70(10) mm.…

A: Conjugate beam is defined as the imaginary beam with the same dimensions as that of the original…

Q: F E B 3,2 KN 2.0r 2.0 m 8 KN A L5m 1.5m 1.5m 1.5 m

Q: 1.2 9k 7k 3k 4k 6k A 3' 3' 3' 3-2-1

A: As there are two different questions posted, according to the guidelines, only the first one is…

Q: Draw the shear force and bending moment diagrams of the cantilever beam shown using METHOD OF AREAS.…

A: Solution ΣFy = 0 VA + VB + VF + VG = (15×13) + 120 + (10 ×13) VA + VB + VF + VG = 445 kN…

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force…

Q: The rod PQ of length L and with flexural rigidity El is hinged at both ends. For what minimum force…

Q: The figure above shows a static indeterminate beam ABCD. The beam has a fixed joint bearing in A and…

Q: 1. Draw the FBDs of the required rigid frame. (a) (b) в а (c) A W q B B DC B M C с

Q: Solve for the member force on member BG using method of sections. Indicate if it's in tension or…

Q: 12 kN P N. 12 kN 4 m M 32 kN 4 m J H 6 m B DX - 10 m - 16 m 16 m 10 m --

Q: Compute the location and maximum value of elastic equation curve for the beam loaded as shown. a

Q: 3-3 A rectangular section with width b=200mm and depth h=450mm is reinforc with 4 16 of HRB400. The…

A: Width (b) = 200 mmDepth (h) = 450 mmReinforcement of concrete = 4 -16 diameter HRB400Design Moment…

Q: A rigid beam ABC supports a linear distributed load with maximum value q while supported by a pin at…

Q: bolt circle of radius 125mm. Determine lts if the shearing stress is limited to

Q: Select the lightest wide flange section that can safely support the loading. The beam has allowable…

A: The given figure is shown below:

Q: 2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown. Fy= 50 ksi The…

A: Size of plate = 3/4" x 10" W12 x 45 Fy = 50 ksi L = 22 ft or 264 in

Q: The beam shown below is subjected to a varying distributed loading, a couple, and a concentrated…

Q: Use "Unit Load method" & Mueller-Breslau Principle Please Influence Lines for: MA VA MB V8 0.5L 0.5L

Q: The simply supported beam consists of a W21 × 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: A6x 12-in. plate is subjected to four loads as shown. (a) Replace the given forces with an…

Q: The assembly consists of two posts AD and CF made of A-36 steel and having a cross-sectional area of…

A: GIVEN, steel area of AD and CF =1000 mm2 Est = 210000 N/mm2 Aluminum area of BE = 1700 mm2 Eal =…

Q: 7. Calculate the factored shear at F. 243.7 kN a. b. с. 211.9 kN 227.4 kN d. 197.8 kN 8. Determine…

A: The Factored Load as per the NSCP wu=1.4DL+1.7LL wu=1.4×10+1.7×25 =56.5kN/m From the NSCP Where…

Q: Required information The rigid bar AD is supported by two steel wires of -in. diameter (E = 29 × 106…

A: Given data Load Span length Diameter Modulus of Elasticity

Q: Uniform heavy plate of mass m supported in vertical plane by cable C and hinge A. C m

A: Consider the figure,

Concept explainers

Measuring carpentry and miscellaneous items

The modification of planning and drawing of the construction project into the various descriptions and quantities to estimate the value, cost, and price of the project is known as measurement. The quantity supervisor produces the details of the quantities to the contractor or subcontractor to measure the cost of the work and determine the profit of the contractor or subcontractor. The measurement of the construction work depends on its type, usage, and stages in the project. In the early stage of the project, the details of the project depend on the general parameters. As the work starts, more information is searched and the details are dependent on the elemental estimates of the work.

Question

solve the problem

a) Spacing of stirrups at critical section (d-distance).

FIGURE
Pu in KN
Wu in kN/m including beam weight
L in meters
400
As=2500MM?
units for
dimension in mm
200
As=2500 mm2
d:=330 mm
L:=3 m
fc=21
Мра
d':= 70 mm
:=0.85
fu=230
MPa
b=200 mm
b,=400 mm
w„=100 kN/m (Factored)
P„= 40 kN(Factored)
00£

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 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Measuring carpentry and miscellaneous items

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

Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. E в 3.2 KN 2.0 r G 2. 0 m 8 KN H A 1.5m 1.5m 1.5m 1.5 m
A rectangular post (40 mm x 80 mm) made of wood, the length of which is 5 m, supports the BC beam. Determine the maximum distributed load w that can be applied to the beam without causing the strut to buckle. Consider a factor of safety of 1.50 against buckling.
Current Attempt in Progress A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load Pis applied. Bars (1) and (2) are both made from steel (E - 30600 ksi) and both have a cross-sectional area of 0.87 in.?. Assume L;-87 in, Lg-111 in., a-50 in., b-93 in, and c-39 in. If the normal stress in each steel bar must be limited to 19.4 ksi, determine the maximum load Pthat may be applied to the rigid bar. (2) (1) D Answer: P- kips.
The beam cross-section shown is design to resist a nominal moment M₁ of 320 kN m, if f = 35 MPa and fy = 420 MPa, determine the required area of steel reinforcement Ag. 75,75,75 As 225- 75 565 60 700mm 0.85f I N2 0.85f d 1-17/22 T₁ T = T₁+T₂ d C₂ a-75 I a-75 2 T₂
(A) Determine all the forces of every member and identity members that can be solved by method of joints and method of sections. (B) Don't forget to solve the reactions, and to label the members if it's compression or tension. Please answer the problem in detailed solutions.
A bracket of length 1.5m is rigidly attached to the simply-supported beam at its end. The beam is subjected to the combined effect of M,, M, and compressive force P caused by the factored loads as shown. There are lateral supports only at the ends. The member is made of HE300A section and steel grade is S275 (Fy-275MPA, Fu= 430 MPa). The loads acting are determined from LRFD combinations. Determine whether the member can safely carry the applied loads. Multiply first-order moment diagrams by a factor of 1.2 to account for second-order effects. No need to check shear limit state. You do not need to additionally consider the beam self-weight. E Use the following simple expression to calculate the value of L:: L, = T*rts 0.7*Fy y P = 400kN 1.5 m F = 150kN 2 т 4 т X: Lateral support НЕЗ00А
Hw Draw S.f,B.M and elasticdiagvams for the beam shown beloi by using method of equations? 4 KN Im Im 4m 2m
Use the method of sections to solve for the force in members OA, PQ, and OS. Indicate whether the forces are in tension or compression. Draw FBDs.
DO NOT ROUND OFF IN BETWEEN SOLUTIONS.
Classify structurc shown bclow as stablc or unstablc. If stablc, dcterminc whcther statically determinate or statically indeterminate. Explain your reasoning. If statically indeterminate, specify the degree of statical indeterminacy. Telles lixed