Date:Practice Problem 1Given the following girder properties:bne lalxA benPropertiesA = 11500 mm2y = 266x106mm*ly = 45x106mm*d. = 350 mm%3Dbf = 250 mmF, = 248 MPaFb = 148 MPaF, = 99 MPatf = 16 mmtw =10 mma) Find the Web Shear Capacityb) How much is the horizontal shear capacity (kN) at the neutral axis?c) If the girder was used as an 8-meter-long simple span carries equal concentration dead load, P atevery quarter points and a uniform load of 12.2 kN/m, determine the load P based on shear capacity.d) Find the maximum shear stress if it is used as a 8 m beam simply supported at the left end and 2 mfrom the right end which carries a total uniform load of 45 kN/m.

Given:- A=11500mm 2 bf=250mm d=350mm tw=10mm Fv=99MPa Ix=266 X 10 6 mm4 Iy=45 X10 6 mm4 To find:-…

girder properties: A = 11500 mm² d. = 350 mm b = 250 mm = 16 mm tf t₁ = tw = 10 mm Properties 1x = 266x106mm¹ ly = 45x106mm¹ Fy= 248 MPa Fb = 148 MPa F₂ = 99 MPa ne Web Shear Capacity much is the horizontal shear capacity (kN) at the neutral axis? airder was used

girder properties: A = 11500 mm² d. = 350 mm b = 250 mm = 16 mm tf t₁ = tw = 10 mm Properties 1x = 266x106mm¹ ly = 45x106mm¹ Fy= 248 MPa Fb = 148 MPa F₂ = 99 MPa ne Web Shear Capacity much is the horizontal shear capacity (kN) at the neutral axis? airder was used

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: Example 2: At a cross section in a T-beam with flange width b= 600 mm, effective depth d=375 mm,…

Q: A rectangular beam has the following properties: bw = 300 mm Main bar diameter = 20 mm h = 610…

A: Given

Q: Determine the maximum load based on shear design at critical section and at 1.5m from the support of…

A: the critical section for shear stress is if the support reaction introduced compression in end…

Q: es Required information Problem 01.061- A two link assembly with point loads Two horizontal 13-kip…

Q: determine the largest allowable spacing of rivets that join (a) the angle bars and the top plate;…

A: The Working stress of shear and bearing is given as 100 and 250 MPA yu

Q: A W 305 x 87, 7.5m llong, is pinned at both ends and braced in the weak direction at the third…

A: Given :W 305 x 87 section L = 7.5 m or 7500 mm A = 10965 mm2 Ix = 331.2 x 106 mm4 Iy = 55.78 x 106…

Q: A wide-flange beam (see figure) is subjected to a shear force V. t- 0 Using the following dimensions…

A: Given t = 0.5 in h1 = 8.4 in Maximum shear stress = 6496.51 psi Minimum shear stress = 5414.99 psi V…

Q: A reinforced concrete beam has the following properties: Beam width = 320 mm Effective depth =…

Q: The maximum shear stress (kPa) is most nearly 100 kPa 50 kPa -50kPa 50 kPa 75 56 O 66 O

A: Given data : Normal stress in X direction (σX)=-50 KPaNormal stress in Y direction (σY)=-100…

Q: The maximum shear stress (kPa) is most * nearly 100 kPa 50 kPa -50 kPa 50 kPa 75 O 56 66 O E

A: σx = -50 kPa σy = -100 kPa τxy = 50 kPa To calculate the max. Shear stress in kPa

Q: 1) Reqd: Determine Maximum Shearing Stresses for the 3 segments and 0at C 2) F (2)Solid…

Q: Where is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded…

A: A loaded beam is given and it has been asked to determine location of maximum flexural compressive…

Q: A simply supported beam has a dimension of 300mmw x 600mmh has a span of 6m. it has a superimposed…

A: Answer Width b = 300 m Overall height h = 600 mm Beam span L = 6 m Superimposed dead load = 30 KN/m…

Q: "D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa,…

Q: The

Q: Determine the value of the stress in prestressed reinforcement at nominal strength

Q: A vertical rod is attached at point A to the cast iron hanger shown. The force in the rod is 10…

A: Given : Force in rod is 10 Kips Determine : A) Stresses at point C and D B) The position of…

Q: A concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The…

A: Bending Moment : Bending moment is a reaction caused on an element or component due to applied…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b=…

A: Given: a = 2.8in, b = 4.7in, d = 14.1in, t= 0.5in, V = 42 Kips

Q: Find the max compressive and tensile normal stress of the beam below

A: Given Data Determine the maximum compressive and tensile stress of the beam.

Q: Find the forces in members EF, KL, and GL for the Fink truss shown. Forces are positive if in…

A: Given Fink truss with loads. To Find the forces in members EF, KL, and GL.

Q: Situation #3 A W 33x240 is used as a beam with length of cantilever beam equal to 8 m as shown.…

Q: Determine the vertical shear stress 1.5" below the top, 3" above the bottom and the maximum on the…

Q: :Design the shear reinforcement for the beam shown below, kN W₂ = 200 f'c = 27.6Mpa, fy = 414Mpa,…

A: Solution

Q: A reinforced concrete beam has the following properties: Beam width = 320 mm Effective depth = 640…

A: i have explained well with proper formula plz go through it in the solution ok

Q: For the truss and loading shown, determine the magnitude of the normal stress(in psi) in member CE,…

Q: ... mm from the Top Fibres of the Beam Cross-section? Location of Centroid or Neutral Axis is. 200…

A: The beam is rectangular and symmetrical. Hence, centroid will be at the center of both the…

Q: The reinforcement steel consists of 5 bars with each having a diameter of 13.75 mm. Take pb=0.425.…

A: diameter= 13.75 mmpb=0.425ymc =1.5yms =1.15NOTE:Since you have posted multiple questions, we will…

Q: Using the unit load method, find the vertical displacement at end (A) in the composite frame shown…

A: Given Data : Axial rigidity = 35000 KN , Flexural rigidity = 10500 KN/m2 Let the force in cable is…

Q: Safe Support Spacing and S-1-bd Table below shows formulas for shear, bending moment and deflection…

A: Bending stress Equation , Shear stress Equation ,

Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…

Q: Exercise No. 1: Draw the shear and bending moment diagrams for girder AB. Also determine the maximum…

A: The algebraic total of all the forces operating on either side of the section is known as the shear…

Q: 0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on…

A: if the size of beam is known and area of reinforcement is need to design then their is 2 cases 1-…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

A: Given: The value of b is 3.6 in. The value of d is 10.8 in. The value of a is 2.3 in. The value of t…

Q: A doubly reinforced beam, which have a base of 310 mm, and an effective depth of 410 mm, is…

A: Beam can be characterized as an underlying part which conveys every upward burden and opposes it…

Q: For the gusset plate with truss members at joint as shown in the figure, compute T force if the…

Q: Two steel plates of 8 x 200-mm rectangular cross section are welded to the W310 × 52 beam as shown.…

A: Maximum shearing stress in beam is..Two steel plates of rectangular cross-section are welded to…

Q: a. Compute the vertical deflection at midspan due to flexural deformations only. b. Compute the…

Q: A beam that is found on the exterior of a certain structure has a base of 350 mm and a height of 550…

Q: A 14-ft-long simply supported timber beam carries a P = 6.0 -kip concentrated load at midspan as…

Q: A T-beam with bf-425mm, tf-100mm, bw=250mm, h-350mm, cc-30mm, stirrups 12mm is reinforced by 6-32mm…

A: Answer We are given Width of flange bf = 425 mm Thickness of flange tf = 100 mm Width of web bw =…

Q: 2. The beam shown is prestressed using a bonded (stress relieved tendons) with a specified tensile…

A: Considering the free body diagram:

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

A: The values given in the question are as follows Width of beam(b)=300 mm Effective depth of…

Q: 9-23. The wood beam is subjected to a load of 12 kN. If a grain of wood in the beam at point A makes…

A: Given : Load = 12 kN Determine the normal and shear stress that acts perpendicular and parallel to…

Q: te the flexural stress (MPa) in the concrete for the beam shown using transformed-area 1. Area of…

Q: The short steel post as shown in Figure 4 is a 152 x 152 UC37 with three compressive loads applied…

A: Stress on the face AB = Axial Compressive stress by three loads + Bending Compressive stress by load…

Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

Date:
Practice Problem 1
Given the following girder properties:
bne lalxA ben
Properties
A = 11500 mm2
y = 266x106mm*
ly = 45x106mm*
d. = 350 mm
%3D
bf = 250 mm
F, = 248 MPa
Fb = 148 MPa
F, = 99 MPa
tf = 16 mm
tw =10 mm
a) Find the Web Shear Capacity
b) How much is the horizontal shear capacity (kN) at the neutral axis?
c) If the girder was used as an 8-meter-long simple span carries equal concentration dead load, P at
every quarter points and a uniform load of 12.2 kN/m, determine the load P based on shear capacity.
d) Find the maximum shear stress if it is used as a 8 m beam simply supported at the left end and 2 m
from the right end which carries a total uniform load of 45 kN/m.

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: Solution:-

Step 2: Solution:-

Step 3: Solution:-

Solution

Step by step

Solved in 4 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

A reinforced concrete column is subjected to the following service axial loads and moments: PD =100 kips, PL=129 kips; Mp = 60 kip-ft and ML = 92.5 kip-ft. The cross 3
SITUATION B: The beam is to carry an Ultimate Moment of 580 kN-m, geometrical property of the beam are the following: width of the beam = 350 mm, total height of %3D the beam = 670 mm , steel cover = 50mm. Use concrete strength f'c=21 MPa, steel %3D yield strength fy = 415 MPa and Ø = 0.877 %3D 4. What is the minimum number of 28-mm diameter reinforcing bars needed in the tension zone?
Three plates are welded together to form the section shown. Dimensions of the cross section are b = 6.0 in., d=18.0 in, a = 3.3 in., and t= 0.8 in. For a vertical shear force of V = 45 kips, determine the shear flow through the welded surface at B
Consider the two sections with their indicated properties below to answer the following: 8-36 Ø 1000 mm Section 1 f'c fy stirrups CC 32 415 10 50 800 mm 700 mm 400 mm Section 2 f'c fy stirrups CC 600 mm rebar 21 415 10 40 32 100 mm Calculate the depth of the neutral axis of section 1 in mm. Calculate the depth of compression block of section 1 in mm. Calculate the reinforcement stress of section 1 in MPa.
Hand written and clean solution please
Design the T beam for the floor system when subjected to an ultimate moment of 300 kN-m. Beam span is 6m, beam width is 300 and d is 450mm. fc = 30 MPa, fy = 420 MPa. Determine the effective width of the T-beam in mm. Is the compressive flange adequate enough to provide the design capacity required? How many layers/rows of steel rebars are expected in the design of reinforcement? How many 25mm steel bars are required for the section?
pls show fbd and clear solution for me to follow easily. thanks
Design Problem 5 Determine the spacing of 10 mm U Stirrups required for the beam of design problem 4.0 at Ls = 1.10 m from the support if fpu is 1,724 MPa for the prestressing steel and fy for the stirrups is 276 MPa. Aps = 945.16 mm² (Use NSCP Equation, Table 409.6.3.3e)
A concrete floor slab measuring 6 m x 3 m is simply supported on one side brick load bearing walls along the 6 m sides. The concrete slab is 200 mm thick and reinforced at the bottom as follows.1. Main reinforcement (short span i.e the bars are parallel to the short span), Y 12, shape code 34 @ 125 mm centre to centre,2. Distribution reinforcement (long span i.e the bars are parallel to the long span), Y 10, shape code 20 @ 300 mm centre to centre,3. Concrete cover, 30mm,4. Concrete strength, 40MPa.Draw the reinforcement layout for this slab, in plan and section, indicating all the reinforcement and necessary information required by the contractor. You must calculate and indicate the number of bars required on your drawing. You do not need to calculate the bar lengths and the curtailment. Your drawing must be neat.
Design the shear reinforcement for the given beam below. Use fys = 275 MPa , fy = 415 MPa , fc' = 21 MPa b = 150 mm, d = 325 mm, ds = 10 mm dbt = 16mm , dbc = 12 mm. Column = 300 mm x 300 mm Calculate s in mm (answer should be divisible by 10)
Six 7/8-in-diameter rivets fasten the plate in Figure below to the fixed member. Determine the average shearing stress caused in each rivet by the 15 kips loads. What additional loads P can be applied before the shearing stress in any rivet exceeds 9100 psi?
A compound girder consists of a 45 cm by 18 cm steel joist, of weight 1000 N/m, with a steel plate 25 cm by 3 cm welded to each flange. If the ends are simply-supported and the effective span is 10 m, what is the maximum uniformly distributed load which can be supported by the girder? What weld thicknesses are required to support this load? Allowable longitudinal stress in plates = 110 MN/m² Allowable shearing stress in welds = 60 MN/m² Allowable shearing stress in web of girder = 75 MN/m² 2.4cm -18cm 14cm 45cm