Design for the circular section the maximum uniformly distributed load that can be loaded for thebeam shown if the allowable bending stress is 6 ksi and allowable shearing stress 0.39 ksi for the beam loadingshown.Box your answers.F= 1528 lbs.) =1528 lbs/ft.B CDA4.5 ft-3 ft1.5 ft

Answered: Image /qna-images/answer/6020e56a-aa90-4c64-8a91-40484cabbc17.jpg

Answered: F = 1528 lbs. ) =1528 lbs/ft. B C D A…

Engineering

Civil Engineering

F = 1528 lbs. ) =1528 lbs/ft. B C D A 4.5 ft -3 ft

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: ! Required information Consider the loading condition shown. Assume that the flexural rigidity El of…

A: Since the Deflection at point B is given and is correct so ; Deflection at B = 0.0013 wL4EI The…

Q: uestion 5 Determine the magnitude of the resultant force and its direction measured Counterclockwise…

A: Resolving forces in x and y directions as-

Q: The 71-lb crate slides down the curved path in the vertical plane. If the crate has a velocity of…

Q: Mma A max: lax=

A: Given: Length of cantilever beam, L = 20 ft Uniformly distributed load on full span, w = 1 klf The…

Q: 15. For column = 881 in*, AB of W14 x 82, A992 steel, if 4 = 14 ft, L -1.0. Determine Gp and Gromour

Q: 1. Using the method of joints, calculate the force in each member of the trusses shown. State…

A: Note : Dear student as per our company guidelines i am solving problem 1 only.

Q: A 10 m high 150UC30 steel column is fixed at its base and restrained to move laterally in the x…

A: Given Data: A cross-section data for 150UC30 is given as:…

Q: Determine the force in each member of the truss. State if the members are in tension or compression…

A: Solution: Consider Free Body Diagram of the whole turn: ∑ME=0140×4-FAx×2=0FAX=280…

Q: 2.5 ft, 2.5 ft, 5ft Rax 20 lb 40 lb Ray Rbx Rby Cx

A: Given -

Q: Ex-5. A steel tape is standardized at 68°F under a tension of 15 lb when supported at the two ends…

Q: 01. Consider the beam cross section shown below: = 3 in? = 60 ksi = 3 ksi = 7.5V(Sc) = 7.5v(3000…

A: As the beam specifications are given: As=3 in2 fy=60 ksi fr= 7.53000 psi=0.41 ksi Es=29000 ksi…

Q: Solve for the internal forces on the beams and columns highlighted as shown using the portal method.…

Q: Bending and Shearing Stresses in Beams The beam is made of timber that has an allowable bending…

Q: art 1 The simply supported beam below is initially designed to undertake a concentrated factored…

A: According to given data

Q: 17. Solve for Equilibrium, considering the concentrated load shown and the uniform weight of the…

Q: Values An overhanging beam is carrying the following loads: • P= (refer to the table at the last…

Q: The sketch below represents an ordinary flat roof of a building. The beams support the roofing…

A: GIVEN- The roof supports a live load of 40psf- F.B.D of beam A-H showing loads on it.

Q: A steel tape is standardized at 68°F under a tension of 15 lb when supported at the two ends only,…

A: Given: The distance between the the zero mark and 100 ft mark is 99.972 ft. The tension in the steel…

Q: 1.465 Example Determine thex and y components of each force acting on the gusset plate of a bridge…

Q: The crate weight is 250 lbs and the coefficient of static friction is us - 0.4. Find the maximum…

A: Given : Crate weight = 250 lbs Coefficient of static friction is = 0.4 To Find : The maximum force…

Q: 200 20 200 20 20 150 effective radius of gyration of the compression flange and 1/3 of the…

A: Effective radius of gyration of the compression flange: I=[(200 x 203 /12)+(200 x 20)(130 - 10)2…

Q: Estimate volume of this beam. Length of beam=5m 6016mm 60 16 mm Section 1-1 y u oz qo -0.40 m-

A: From the given section, Width of the beam, B = 0.40 m Depth of the beam, D = 0.40 + 0.20 = 0.60 m…

Q: M V Д A 5 K X 10'-0" 4" 4" Y Y 12" 12 K Ix= 1024 in ly = 640 in 4 10'-0" 1. The 'Inverted-T' cross…

Q: 3. The roof truss is subjected to the loadings shown. Determine the force in each member and…

A: Determine the force in each member and indicate if the members are in tension or compression.

Q: P=1170 Ibs w=420 lbs/ft W 6 ft -4 ft 3 ft R1 R2 What is the value of C1 in Ib.ft2? Express your…

Q: Given beam and load as shown, Oallow=18 MPa and Tallow =2.57 MPa. Determine the dimensions of the…

Q: For the beam and loading shown, calculate (a) the equation of the elastic curve, (b) the deflection…

Q: A steel tape is standardized at 68 degrees * F under a tension of 15 lb when supported at the two…

Q: A rectangular reinforced concrete beam 325 x 550 mm (b x d) is provided with 3H25 bar (As = 1473…

A: Given: b=325mm d=550mm d'=55mm ASC=1473mm2fck=30N/mm2fyk=500N/mm2 Area of steel in tension:…

Q: This problem is about replacing the loading system acting on the beam shown below by a resultant…

A: The given force system is composed of distributed forces and concentrated forces. Calculate the…

Q: The continuous beam shown below has an internal hinge at point C. The beam is loaded with two…

A: To determine:1) the vertical deflection at C2) the vertical deflection at F3) the rotation at A4)…

Q: L i L2 La H2 D H1

Q: 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and…

A: Free body diagram of the given truss:

Q: Mmax=

A: given a cantilever beam with a load of 20k at its free end and Assuming flexure stiffness of the…

Q: The measured distance between A and B is 505.71 m. If a 100 m tape that is 0.025 m too long is used…

A: Find correct distance between A and B

Q: HOMEWORK Moment of Couples Replace the 600 lb force of the figure by a force through A and a couple…

Q: Question 1 * Each member of the truss shown is made of steel and has the cross-sectional area shown.…

Q: Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50…

Q: 7.5 m B 2.5 m 6m 7m $3 Lift shaft 8m SA S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa…

A: Types of Slab : Two types of slabs which are considered while designing a structure are : One way…

Q: H F 15 ft 30 ft A E Jo000 B D - 40 ft 40 ft- 40 ft 40 ft- 25 k 20 k Member Force Tension or…

Q: ure A 2m B 2 m C 2 m D 4 m 500 N 700 N Part B Identify the zero-force members in the truss shown in…

Q: The automobile bumper jack is designed to support a 4640 N downward load. Begin with a free-body…

A: The automobile bumper jack is shown as shown in the figure as shown above and it has been asked in…

Q: The se extra examples ara presented by Mohammed Dheyaa 202! H.w.I Given V, = 25m/s S.g.= 0.83 Find…

A: Solution Given Data V1= 25 m/sS.g.= 0.83

Q: 3) A cable structure is shown below spanning L ft. A downward distributed load is applied a both…

Q: The rigid beam is supported by a pin at C and an A-36 steel guy wire AB. Part A W 10 ft 30° If the…

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

Design for the circular section the maximum uniformly distributed load that can be loaded for the
beam shown if the allowable bending stress is 6 ksi and allowable shearing stress 0.39 ksi for the beam loading
shown.
Box your answers.
F= 1528 lbs.
) =1528 lbs/ft.
B C
D
A
4.5 ft-
3 ft
1.5 ft

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 Firstly Calculate Maximum Bending moment and shear force

VIEW

Step 2 Now Apply Flexure and shear formula

VIEW

Step by step

Solved in 2 steps with 1 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

Two beams have the same section. Calculate maximum factored loads as shown below for case (a) and (b) aj bj 1 8m 8m 2-20M SO 5 I A Section for (a) and (b): 350mm BB fé= ↓ Pman = ? 0 ooo 4-25M = 30MPa fy=400мра &man = ? 450mm IS A B 650m ↑ 200mm
For the truss shown in the figure, estimate the horizontal displacement at joint H. The area (A) and the modulus of elasticity (E) of each bar is 0.5 in2 and 29000 ksi, respectively. Summarize your results in the following order. Member AB BC CD DE EF FG GH AH BH CH CG CF DF T 12 ft 2k B G C D 10 ft-10 ft- 10 ft-10 ft
-6 -3 -5 9 -7 9. J= 2 1 -5 4 -7 9 5 7 -7 0 a3 a3 0 а b b2 b3 b4 10. K %3D c3 0 C d² 0 d2 d³ 0
3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C 300 N 300 N 1.5 m B, D. 4 m 3 т H 3т G F 3 m 3 т o00 00 00 o oo 150 N Paint X ite
Problem: Determine the mid support deflection and overhang deflection if E = 200 GPa | = 1350 x 106 mm 50 N 100 N/M 2M 6M 2M R1 R2
P= 1900 lb 4 ft -3 ft- B ✓ P 3 ft- C P -3 ft Find CH, HG, HE, DE H D P Show Transcribed Text G E 3 ft 3 ft ✓ P P
)30 درجه( Q3: Draw the S.F and B. M. diagrams for the beam shown below. P = 625 lb %3D L1 = 4 ft q = 80 lb/ft - L2 = 8 ft - L3 = 5 ft -
For the beam below, determine the following, assume EI is constant. What is FEMAB in k-ft? -18 --96 Select the correct response: -69 2 k/ft 18 24ft
For the beam shown, EI = 24 × 10° kip-in² over the length of the beam. The slope (rad) of the beam at location B is most nearly: MA = 60 ft-kips A EI=24 x 106 kip-in² L=24 ft B MB = 120 ft-kips Please show all work, i am only interested in how to solve the propblem since i already know the final anser to be .0072 rad
1) Consider the elevation view of an interior beam shown below. The beam has a t-shaped cross- section (the 5 in. thick slab is cast monolithically with the beam - meaning that the 22 in. deep beam has 17 in. hanging below the slab). The c-c length is 30 ft. Assume: M bw = 14 in. fc = 6 ksi Mu,neg. = 340 k.ft en = 28.5 ft Wu h = 22 in. fy = 60 ksi Mu,pos = 230 k.ft Sw = 12 ft - Length hstab = 5 in. No. 4 stirrups Column FL a. Select flexural reinforcement for the beam at midspan assuming it is singly reinforced. T- beams under positive bending are usually singly reinforced because the depth of the neutral axis in the flange is often smaller than the depth of any bars that might be present. Iterate until the design strength, Mn, exceeds M₁ by less than approximately 20%. Provide a drawing of the section design that clearly shows the location of the longitudinal reinforcement. Show the section complies with relevant ACI Building Code requirements (As,min, bar spacing limits, Et, min). b.…
6. 20ft P= 20K Mmax CA A max =
a = 1 m b = 5 m c = 6 m d=1m e = 3 m P₁ = 34 kPa P₂ = 46 kPa P3 = 57 kPa P4 = 26 kPa P5 = 6 kPa (kN \m². (kN m² kN P6 = 117 kPa kN - 1m² kNy \m² kN P₁ P4 a 4. Ry= 5. R= P₂ b P6 KN KN KN B P5 P₂ The L-shaped retaining wall shown retains soil on the right side and water on the left side is to be analyzed. Fluid pressure is shown with bottom pressure equal to P₁ acting on the left side of the wall. Soil pressure is also shown with bottom pressures P2 and P3, acting on the right sides of the wall. Trapezoidal uplift pressure due to seepage is acting at the bottom of the wall with pressure P4 on the side of the water (on point A) and Ps on point B. The horizontal part of the wall is also subjected to the weight of the soil above it with magnitude P6. The wall is made of concrete with unit weight 23.5 kN/m³. Assume 1 meter width for the analysis and include the self-weight of the structure. P3 Calculate the magnitude and location of the resultant of uplift pressure. 1. Magnitude = kN 2.…