Answered: B W 12 x 14 IA -L=6.5 ft-

Engineering

Civil Engineering

B W 12 x 14 IA -L=6.5 ft-

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.1P

See similar textbooks

Related questions

Q: A constant 7.8-N force pushes a small ball in the direction of the force over a distance of 3.8 m.

A: Find the amount of work done

Q: A beam is loaded and supported as shown. Use the fourth-order integration method to determine the re...

Q: Oueston- Calulote min sD auinad to ovoiolo heod on Collision Of fwo Cars oPoching from the opposite ...

A: Given-V=90 kmph and 60 kmphReaction time t=2.5sCoefficient of friction, f=0.7Brake efficiency, n=50%...

Q: under the embankments at point A that are loaded at a depth of 4 m below the ground Tuo embankments ...

A: The values and diagram given in the question are as follows: Unit weight of left embankment(γ1)=11 k...

Q: a b 4 m 4 m 12 kN 6@3 m = 18 m %3D

Q: Q1) Slab system consist of two-way slab panels shown in Figure below, subjected to superimposed dead...

A: Step 1 Given Dead load = 2KN/m2 Beam dimensions, bw=350mm, h=750mm column dimensions = 350×350mm,...

Q: a uniform cross-sectional area, what will be the resistance of this length?

A: Electrical resistance:

Q: Summarize the difference between soundness test by Le Chatelier method and Autoclave method. DIFFERE...

A: Soundness test- Certain cement has been discovered to have a considerable expansion after setting, l...

Q: A clayey soil with specific gravity 2.77 has a water content of 13% being determined from calcium ca...

Q: 15 kN 10 kN 4 m D -3 m- m-

Q: Use Slope-Deflection Method to solve for the unknows on the 120mm x 120 mm beam shown in figure. E =...

Q: Consider the beams under the action of the loads shown. Which of the following bending moment sketch...

A: here is your answer ;

Q: (a) Determine the reactions at A and E if P- 1010 N. The reactions are positive if to the right or u...

Q: a 4 m C 4 m 12 kN 6@3 m 18 m %3D

Q: A 30 cm diameter concrete pile is driven into a homogeneous consolidated clay deposit (C = 40 kPa, a...

Q: Problem 1: L= 100 ft. a) Determine the hydrostatic force (in kips) acting on the dam. b) Determine t...

Q: Using Moment Distribution Method Analyze the given frame completely. For the uniform load acting at ...

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the exac...

Q: As a Project Engineer, you have been tasked to make ah and company on the economic justification on ...

A: There will be a requirement for the task to analysis and to recommend to company. On the basis of da...

Q: - DATA AND RESULTS 1. OBSERVED DATA OBSERVED DISTANCE OBSERVED BEARING LATITUDE DEPARTURE LINE (m) (...

A: 1.

Q: 2. Water is pumped from reservoir A at elev. 15 m by a 150mm diameter pipe 200m long with a friction...

Q: Describe how the discharge and Froude Numb er change during channel flow.

A: Dear student, Please find the answer in the below attachments Thank you

Q: An RCC square footing of side length 3 m and uniform effective depth 250 mm is provided for a 300 mm...

A: Given data Length of Square footing L = 3 m = Width B Uniform Effective depth d = 250 mm Column dim...

Q: difference between soundness test by Le Chatelier method and Autoclave method. Explain thoroughly

Q: Determine the shear flow for a closed box beam, with t = 1 mm and F = 2000 N F= 2000 N 48t 60t

Q: Q.26 A canal was designed to supply the irrigation needs of 1000 ha of land growing rice of 140 days...

A: To Determine Area in ha. that can be irrigated in second case when B = 119 days, delta = 50 cm

Q: A single stage standard rate trickling filter treats a flow of 3.79 MLD of sewage with BOD of 156 mg...

Q: -Use Slope-Deflection Method to solve for the unknowns on the 120mm x 120mm beam shown in the figure...

Q: The first layer 2m thick very fine wet sand with silt having water content of 8% and S=45% lying in ...

Q: Use discontinuity functions to develop the load function w(x) for the beam shown. Include the beam r...

Q: A beam has a flange width of 810mm and a slab thickness of 50mm. The width of the web section is 300...

Q: Discussion 1. Core cutter method is used for fine-grained soils only. Why? 2. What are the likely so...

Q: Number of road accident on a road in a month follows Poisson's distribution with mean 0.27. The prob...

A: Given data, Mean =0.27

Q: Q3 Water in a horizontal channel accelerates smoothly over a bump and then undergoes a hydraulic jum...

A: Given data - Y1 = 1m , y3 = 40 cm TO find - a - V1 and V3 b - The bump height h

Q: A cross-hole shear wave velocity test is carried out on a clay layer. The sensors are spaced 10 m, a...

Q: A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member...

Q: For the singly-symmetrical, open-section, thin-walled structure shown in the Figure Q2, (a) Calculat...

A: Calculating the length of section 4-5: a=602+152a=61.5 mmSinθ=1561.8537.5=30+152

Q: Determine the following unknowns using Moment Distribution Method. Use at least 5 iterations(up to B...

Q: Situation 3: A 36" pipeline, containing a 36" x 12" venturi meter, supplies water to a rectangular c...

A: The given data is: Dimensions of venturi-meter=36"*12" The pressure of venture=30 psi=4320 lb/ft2 Th...

Q: 4 kN/m LA E |C D. 2 m 3m 2 m 10 kN 1 m 15 kN

Q: Please compare and contrast the stiffness vs force methods. Which is preferable for automation? Plea...

A: It is indeterminate structure, Need to identify using either force method and stiffness method.

Q: 2- (Final) For the beam shown in the figure (L= 4m. w, 90kN/m, and El = 6000KN.m). If the deflection...

Q: A stationary hydraulic jump occurs in a rectangular channel with initial and sequent depths equal to...

Q: 500 m3/day of water is to be obtained from a proposed infiltration gallery, which is placed at 8 m d...

Q: Answer should be detailed: High Speed Airspeed Instruments Low Speed Airspeed Instruments

A: An airspeed indicator is a device that monitors an aircraft's speed relative to the surrounding air ...

Q: Problem 4. Use the Graphic Method to solve for the shear and bending stress of the beam below

A: We have to solve the given beam using the graphic method.

Q: An infinitely long slope having an inclination of 26° in an area is underlain by firm cohesive soil ...

A: Given data.,

Q: An equilateral triangulated 2D truss as shown below is subjected to a load 20 kN at B. The force (in...

Q: A 2D truss is supported at A and Band carriers point loads of 1 kN and 2 kN at G and H respectively ...

Q: A 6.5 m, rectangular cantilever beam with uniform load on entire span is to be designed as a Singly ...

Q: Q-4: Following observations were made for conducting a water budget of a reservoir over a period of ...

Question

A cantilever beam AB of length L = 6.5 ft supports
a trapezoidal distributed load of peak intensity q,
and minimum intensity q/2, that includes the weight of
the beam (see figure). The beam is a steel W12 X14
wide-flange shape (see Table F-1(a), Appendix F).
Calculate the maximum permissible load q based
upon (a) an allowable bending stress σ_allow =18 ksi
and (b) an allowable shear stress τ_allow = 7.5 ksi.
Note: Obtain the moment of inertia and section modulus
of the beam from Table F-1(a).

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:-

Step 4 Solution:-

Step 5 Answer:-

Step by step

Solved in 5 steps with 12 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

H.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LL
There is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.
dx csch x (5 + 3 cosh x)
Design the panel marked by (X), Column sections 350 mmx 350 mm. LL = 3 kN/m? fe = 28 MPa fy= 420 MPa 7.50 7.50 3.75 m. m. m. -h, m IT 0.50 0.35 6.0 m w 0'9 ---- h m+ 0.50 0.35
fe 1. a b c and d
Design the beam shown 30KN 8m -1m use f'c= 28MPA db = 25mmø %3D Gr60 ds = 12mmø Assume d b =
3 10" 2" EI 4" -2" 2" 12" UT 8' A992 steel. &Mp= ?
PLEASE WITH FBD. THANK YOU
A built up section consists of S 150 x 26 and two channels C 380 x 74 having an I effective length of 6 m. The section is pin-connected at both ends. Use A 572 Grade 50 steel and NSCP Specifications. Сотриче Compute OLUTION: Inertia Are a CIVIL ENGINEERING-STEEL DESIGN ; DOUBLE CHECK YOUR ANSWERS Properties of One channel C 380 x 74 A=9480 mm² d = 381 mm I=168 x 106 mm Tx = 133 mm Slenderness ratio: ly=4.6 x 106 mm x = 20.3 mm A=9480+3250 A = 12730 mm² of 7 = A = 3250 mm² 1₂= 10.8 x 10 mm Ly=0.952 x 106 mm X and y. -√√A 1₂=168 x 106 (2) +0.952 x 106 L=336.952 x 106 mm 123.54 x 106 12730 Y = 98.51 Properties of One S 150 x 26 Ty=22 mm t=18.2 mm 1,= 10.8 x 10+ [4.6 x 106 +9480(73.9)2] 2 18.2 1,= 123.54 x 106 d = 152 mm Tx=57.7 mm Ty = 17.1 mm C380x74 20.3 -73.9-73.9- (s 150x26 -152- 20.3 18.2
Determine the nominal axial compressive strength of the members shown in the following figure.
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12" Type EDI_Std_Nomenciature AISC_Manual_Label C15X50 C15X50 C15X40 C15X33.9 14.7 15.0 3.72 0.716 0.650 0.799 0.778 404 11.0 C15X40 11.8 15.0 3.52 0.520 0.650 348 9.17 C15X33.9 10.0 15.0 3.40 0.400 0.650 0.788 315 8.07 0.674 0.674 C12X30 C12X30 8.01 12.0 3.17 0.510 0.501 162 5.12 C12X25 C12X20.7 C12x25 C12X20.7 7.34 12.0 3.05 0.307 0.501 144 4.45 6.08 12.0 2.94 0.282 0.501 0.698 129 3.96 1. Determine Ixx (Centroidal) (Select ] 2. Determine lyy (Centroidal) [ Select ] > >
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5