Given a W16x89. The cross-section is loaded about its strong axis as a simply supported beam (L = 14ft) with a concentrated load of 45kips at midspan. Determine the magnitude of the maximum bending stress. Answer for part 8 Given a W16x89.Determine the depth of the cross-section. 16.8✓16.8Determine the width of the flange. 10.4✓10.4Determine the thickness of the web. .525✓0.525Determine the thickness of the flange. .875✓0.875Determine the cross-sectional area. 26.2 in².✓26.2The cross-section supports an axial force of 600 kips. Determine the axial stress. 22.9 ksi✓22.900763358779Determine the moment of inertia of the cross-section about its strong axis (X-X). 1300 in4✓1300ksiThe cross-section is loaded about its strong axis as a simply supported beam (L = 14ft) with a concentrated load of 45kips at midspan. Determine the magnitude of the maximum bending stress.X12.212307692308

Answered: Image /qna-images/answer/6fe00ba8-2e23-49f0-b368-271711901d53.jpg

Given a W16x89. The cross-section is loaded about its strong axis as a simply supported beam (L = 14ft) with a concentrated load of 45kips at midspan. Determine the magnitude of the maximum bending stress. Answer for part 8

Given a W16x89. The cross-section is loaded about its strong axis as a simply supported beam (L = 14ft) with a concentrated load of 45kips at midspan. Determine the magnitude of the maximum bending stress. Answer for part 8

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 1. Determine the axial forces, shears, and bending moments at points A and B of the…

A: Step:1 Determine support reactions about a structural axis.

Q: load (KN) Elongation (mm) | PAL 0.5 3-8 7-9 12-9 14-3 15-9 16-9 17-8 19.1 21-2 24-2 26-9 30 32.0 0 0…

A: Given data Diameter of bar, d=5.9 mm Height of bar, Lo=6.5 mm Initial Load=0 KN Final load=32 KN…

Q: Which word is the correct one for: "Ejection of the soil through holes in the ground, creating sand…

A: In the given problem : "Ejection of the soil through holes in the ground creates sand boils during…

Q: For items 4-5, consider the following: At the instant shown, drum D rotates at a constant angular…

Q: 607 mm 605 mm C A B 25.5mm 53 mm f the gap between C and the rigid wall at D is initially 0.153 mm,…

A: Given. The load (P)= 205KN GAP BETWEEN CD =0.153 mm Our aim is to calculate the support Reactions.…

Q: Draw simplified FBD and the shear and bending moment diagrams. Determine if there are points of zero…

A: L = 13 m First we have to modify loading for our convenience

Q: Consider laminar flow of a Newtonian fluid in the y direction between two vertically parallel plates…

A: Given: Laminar flow of a Newtonian fluid between two parallel plates

Q: Q/Deduce the ISO from the projections 60 80 30 40 R30

Q: What is capillary action and how did it occur in soil?

Q: Q2) In order to fit the rail levels of an existing railway, a point A was marked on the rail, then…

Q: Need help asap. Water flows in a wide channel at q = 10 m³/s/m and a depth of 1.25 m. If the flow…

Q: The three reservoir A, B and C are connected by pipelines A, B and C respectively. The elevation of…

A: This question belongs to subject fluid mechanics. In this question we find out rate of flow of…

Q: The cross-sectional area of each member of the truss is 1200 mm² and the allowable stresses are 100…

Q: Two reservoirs ( Elev. 38.7m and Elev. 90.6m ) are connected by two pipelines 1-2 and 2-3 with a…

Q: What will be the pressure head of a point in mm of Hg it

A: This question is from Fluid mechanics

Q: A Water F B C TTTT A curved wall ABC in a basin, with a width of 5 m into the plane of the paper,…

Q: A field is in the form of a regular pentagon. The direction of the bounding sides was surveyed with…

A: Given: Regular pentagon field Magnetic Declination = 7.2 degrees Magnetic Bearing of line AB = N 33…

Q: The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 15+900…

Q: The face of a vertical dam has the shape of an isosceles triangle of altitude 4 m with an upper base…

Q: Solve the ff. problems using trigonometric or inverse trigonometric functions Show illustration,…

A: Given data:- Length of steel girder = 27 ft. Length of passageway = 8 ft.

Q: Compute the parameters of a simple curve. PI = Sta 1+395.43 1 = 43° 39' Arc basis, D = 4° 15'

Q: There is 10 rain gauge stations in a catchment. The annual rainfalls recorded by the gauges are the…

Q: A rectangular lot with dimension 32m by 20m was being sold with a value of 2500 pesos for every…

Q: 4. Calculate the force exerted on a stationary curved vane that deflects a 0.025-m-diameter stream…

Q: CLASS WORK 1: 2m 2.5 2m 1.5m 4KN 5KN 6KN A. SOLVE THE VERTICAL REACTION IN THE ROLLER SUPPORT. 4…

Q: What is the thickness of a slab foundation that is 16 feet by 50 feet for first floor and second…

A: L = 50 ft B = 16 ft

Q: H.W2 Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(106)…

Q: A steel bar 50 mm diameter and 1 m long just fits within a rigid hole carries a compressive load of…

Q: Discuss the concept of prestressed concrete, the two different prestressing types and methods. Add…

Q: [RVF1] Hydraulic jump between two uniform flows Water flows in a wide, finished concrete channel as…

A: The given figure is shown below:

Q: For the beam subjected to the loadings as shown, determine the following: 52 kN 40 kN/m 2m 4m B 2m C…

A: a. draw the shear and moment diagrams specifying values at all change of loading positions and at…

Q: چسا W Jh Water Scale The figure shows a water tank that weighs 920 N when empty, and contains 1.1…

A: WT (weight of tank) = 11711 N

Q: the answer as soon as

A: Given data- Discharge (Q) = 15000m³/day = 15000m³/24hr = 625m³/hr Detention…

Q: Compute the shear and moment diagram of the given figure below. Show complete values in the…

A: Drawing of SFD and BMD ###

Q: N 1200N 400 mm 150 5 mm tipico 20 mm 25 mm 20 mm (b) 45 mm

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-sectic beam is…

Q: Determine the depth in m of the trapezoidal channel with sides inclined 45 deg with the horizontal…

Q: The two reservoirs connected by a smooth pipe below contain water at 20 °C. Ignoring minor losses in…

Q: effective particle size.

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

Q: Q1/ A uniform beam of length (L), simply supported at each end, subjected to a load varying as shown…

A: This question belongs to subject structural analysis. In this question we find out deflection curve.

Q: 3. The major and minor principal stresses acting at a point are 80 psi compression and 20 psi…

Q: 1. What is the difference between PAHS and HAPS ii. What is the meaning of Environmental Impact…

Q: 3. A uniform beam AB with an unknown mas is 8m long and is resting on two supports at A and B. A…

A: Calculate the reaction force R2=?

Q: B D 8 ft 6 ft 8 ft 8 ft 6 ft 33 kips The cross-sectional area of each member of the truss is 1.75…

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-s beam is circular…

Q: Strength of Materials A cantilever beam of a structure is loaded as shown in Figure below. As…

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

Q: A 324-lb block is resting on a rough horizontal surface for which the coefficient of friction is…

Q: Determine the total stopping distance (ft) for a highway with a design speed limit of 50mph. Assume…

Q: 45 Draw the front view and top view from the following view. 60 15 45 15 2HOLES, DIA 15 15 45 15

A: Q1)

Q: Q1) An irrigation ditch is with width of 5 m and side slopes 2 to 1. Giving distance from center…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Given a W16x89.
Determine the depth of the cross-section. 16.8
✓
16.8
Determine the width of the flange. 10.4
✓
10.4
Determine the thickness of the web. .525
✓
0.525
Determine the thickness of the flange. .875
✓
0.875
Determine the cross-sectional area. 26.2 in².
✓
26.2
The cross-section supports an axial force of 600 kips. Determine the axial stress. 22.9 ksi
✓
22.900763358779
Determine the moment of inertia of the cross-section about its strong axis (X-X). 1300 in4
✓
1300
ksi
The cross-section is loaded about its strong axis as a simply supported beam (L = 14ft) with a concentrated load of 45kips at midspan. Determine the magnitude of the maximum bending stress.
X
12.212307692308

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

Fobe Acrobat Reader DC indow Help exercisechapter3.pdf x 2 /2 135% 4. Determine the vertical displacement of joint Cof the truss. Each member has a cross-sectional area of Use the method of virtual work. Given E = 200 GPa. A 300 %3D mm2. H. 3 m E- B 4 m -4 m 4 m - 4 m 3 kN 3 kN 4 kN (Answer: 4.91 mm
Assume that the clamp shown has been tightened on wooden planks being glued together until P= 360 N. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. P' The neutral axis is 50 mm a Determine the location of the neutral axis mm above D. A. B section a-a. 10 mm Section a-a ➜ 4 mm D | 41 20 mm mm
Determine the shear strain vxy at corners A and B if the plate distorts as shown by the dashed lines. mm 2 mm 4 mm 2 mmț B 300 mm {2 mi D A 400 mm 3 mm
Calculate the vertical displacement at the internal hinge.
The thin rectangular plate is subjected to the four forces shown. Determine the equivalent force-couple system at O. Is R perpendicular to Mo? 270 N 0.40 m 1.24 m y 270 N 270 N 29° 270 N Answer: Force-couple system R= ( i+ 130.899 j+ i -236.147 k) N Mo = ( i 506.147 i+ i j+ i k) N-m
Calculate vertical displacement of the truss A.
Compression member AB is used to hold up the 355 x 560-mm rectangular plate. If the compressive force in the member is 250 N for the position shown, determine the magnitude of the projection of this force (as it acts at point A) along diagonal OC. 355 136% 395 400 160 Answer: Foc= i 108 C B Dimensions in millimeters 145 N
10 GN/m² to kip/inch²
Determine the true length of lines SD and PF. Then draw the point view of line SD. Use only two additional views. Note: Properly label your ARP's, TL's, and PV's. SD = HRP FRP S S mm F₁ Pl PF = + D PF (PV) D mm
Resolve each force acting on the gusset plate into its and y components, and .express each force as a Cartesian vector F= 650 N %3D 3] F= 750 N 45° F = 900 N F1 = (-900i} N ; F2 = {-530i - 530j} N; F3 = {520 i - 390j)} N %3D F1 = (900i} N ; F2 = {530i + 530j} N ; F3 = {520 i - 390j)} N F1 = (900i} N; F2 = {530i - 530j} N ; F3 = {520 i + 390j)} N F1 = (900i} N ; F2 = {530i - 530j} N ; F3 = {390 i + 520j)} N %3D
Figure Q3 shows the copper shaft subjected to the axial loads. Determine the displacement of end A with respect to end D. The diameters of each segment are daB = 75mm, dâc = 50mm, and dcp = 25mm. Take Ecu 3D 126GPa. (C02, СЗ, РО1, WP1) %3D 1250mm 1875mm 1500mm 10kN 30KN 5kN C 15KN 10kN A В
The bearing of line AB is N 40 E Calculate the Bearings of AB, BC, CD, DE, EA.