Example 3: The beam shown below has a cross section of channel shape with width b-300 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. 300mm 3.2 KN / m 80 mm -12mm B 3m 1.5 m

Example 3: The beam shown below has a cross section of channel shape with width b-300 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. 300mm 3.2 KN / m 80 mm -12mm B 3m 1.5 m

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

See similar textbooks

Related questions

Q: 30° fa 60-kg crate starts from rest and achieves a velocity of 3.5 m/s after traveling 4 meters to…

Q: Please find footing by C/C method , full detail please note/all dim in mm

Q: The continuous beam is loaded as shown in the figure. The supportsatA is fixed, B, D and C are…

Q: 2. Isa foods wishes to see whether there is any preference in the flavors of corn chips that are…

A: Isa foods wish to see whether there is any preference in the flavours of crop chip that are sold at…

Q: Find the horizontal base reactions for the porta shown, when the vertical bars have A = 9000 m 1=…

Q: The estimated cost of paving and marking the parking lot is $. (Round to the nearest dollar.) The…

Q: Describe the principle of moisture determination by air oven.

A: Main Principle:- "The main principle of the air drying oven method is such a specific…

Q: How did you get FB=6072N? Because I am getting 5643.4N

A: Data Available Asked: Reactions FA and FB

Q: Domestic Water System

A: it's a broader term describing the overall manufacturing process of breads and buns. It consists of…

Q: Determine the resulting moments at the supports of the continuous beam show below due to the given…

Q: f 600 N at the midspan. The cross-sectional are

A: Find reactions :∑ MB=0RA(4)-11(4)(2)-0.56=0RA=22.3KNRB=22.3KN

Q: up of 80% grade Malugai 0 N at the midspan. The c

Q: Find the pressures at A, B, C, and D in Fig. 2-6. I PA= (62.4)(4+ 2) = 374 lb/ft, Pa=-(62.4)(2) =…

Q: A C8 × 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572…

A: Given:- A C8×11.5 is connected to a gusset plate The diameter of the bolts = 22 mm The steel grade…

Q: The power of a centrifugal pump, P depends upon the flow rate of water, Q, impeller diameter D of…

Q: benm shown, a.wite ens. and draw the shear force and bending moment diagrems. h Ae eading…

A: w = 12KN/m

Q: A man wants to make 14\% nominal interest compounded semiannually on a bond investment. How much…

Q: A simply supported 4-m long beam is made up of 80% grade Malugai. The beam is carrying a uniform…

Q: y Given: The shaded area as shown in the figure. 100 mm--100 mm- 150 mm Find: The moment of inertia…

A: step 1-

Q: A soil sample has a bulk unit weight of 17.5 kN/m^3 at a water content of 10.1%. Use Gs=2.58…

Q: Calculate the permissible ultimate moment capacity of the beam shown in the figure. Use fy= 415 MPa…

Q: Determine the pressure difference between points A and B in Fig. 2-51. I Pa+ [(0.88)(9.79)](0.21) –…

Q: IC -1.5 m--1.5 m--1.5 m Prob. F7-4

Q: A concrete beam of rectangular cross-section of size 120 mm (width) and 200 mm (depth) is…

A: Given data in question Eccentricity from centroidal axis Load Dimensions of beam To find out…

Q: For the frame shown, the Moment Distribution Method (a) to determine the reactions and (b)to draw…

Q: Given: Beam with loading and supports shown Maximum allowable stress in the steel bar is 30 ksi…

A: Given data - Steel Properties - E = 29000 ksi (kips/in2) G = 11200 ksiCoefficient of thermal…

Q: A sheet pile has an embedment depth of 12 m in a homogeneous soil stratum. The coefficient of…

Q: a) Water demand is quite crucial when we want to propose water supply over the area. Please…

A: Water is essential for day-to-day life. Designing water demand over an area is a challenging process…

Q: A concrete beam of rectangular cross-section of size 120 mm (width) and 200 mm (depth) is…

Q: Cull percent is calculated on every plot sampled in a stand. True False

A: question is asking about whether we calculate cull percentage on every sample plot.

Q: Take P = 180 lb. A) Determine the horizontal and vertical components of force acting on pin A. B)…

Q: 2 kulm 8KN 4m

Q: 3. A 300 m3 volume V hydraulic flocculation basin with 24 channels with velocity 0.2 m/s and 23…

A: Flocculation : Flocculation is a condition in civil engineering in which clays, polymers, or other…

Q: 23. A hemispherical tank having a radius of 2.5 m is filled with water to a depth of 1.8 m. If a…

A: As per rule , I had done only civil engineering questions, ie. 21 and 23 solution . 21

Q: Determine the Ultimate Moment Capacity of a rectangular beam whose width is 300 mm and effective…

Q: Given: Beam with loading and supports shown Maximum allowable stress in the steel bar is 30 ksi…

Q: A unit volume of a mass of saturated soil is subjected to horizontal seepage. The saturated unit wt.…

Q: Given the following isometric drawing with isometric axes shown, how many visible and hidden faces…

Q: The total volume of a soil sample is 4.8 cc. The pore volume is 2.8 cc. Calculate the porosity of…

Q: 9. The horizontal steel rod, 2.5-m-long, and 1,200 mm in cross-sectional area, is secured between…

A: Initial Temperature = 20o Final Temperature = -20o Change in temperature (T) = 20o - (- 20o) = 40o

Q: 20) 1F the allowa ble stresses are : Bt = 165Min,'sc=100MPA, T=F01Ypar determinet max. value of cw.…

Q: At a planned construction site, subsurface sampling indicates that the soil wet unit weight is 19.5…

A: Unit weight of soil = 19.5KN/m3, Calculate effective vertical stress at a depth of 5m 1) The…

Q: For the spring-mass-damper system below subjected to the force shown which is in Newtons, determine…

Q: the midspan. The cross-sectional area of the beam is indicated t 190 mm

A: Find reactions :∑ MB=0RA(4)-10(4)(2)-0.5(2)=0RA=22.3KNRB=22.3KN

Q: 582. Find the cross-sectional dimensions of the smallest square om which can be loaded as shown in…

Q: Determine

Q: Water flows from a large tank through an orifice and discharges to the atmosphere, as shown. The…

Q: Answer the following and show your solutions: Problem 1 Determine the magnitude of the resultant…

A: solution As per Bartleby guidelines in multiple questions we are supposed to answer the first one

Q: 1. Draw the influence line of the beam shown below for a uniform load of w kN/m for the following.…

Q: y 0,78P 40° 55 0.55P and y components of the force system and the magnitude of the resultant and…

A: The given force system has force components and their directions with axesValue of P=24KN

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Wed 20 Apr
45%
Stresses in Beams part 5 thi qar (5 of 6)
Second Class
Lecturer: Dr. Ali Al Asadi
Example 3: The beam shown below has a cross section of channel shape with width b=300 mm
and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and
compressive stresses in the beam due to uniform load.
300mm
3.2 KN / m
80 mm
-12 mm
3 m
1.5 m
14.4 KN
EM, =0
B,x3-14.4x2.25=0
B=10.8 KN
B
F = 0
A
A,+10.8-14.4=0

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

I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
H.W A Solid Steel bar of dlameter 6omm and length 350 mm is Placed inside an aluminum cylinder öf Inside diameter Femm and out side d lameter Ilomm, a comPressive load of looo lais applied on the assembly, find the stresses in the bar and the cylinder ? take Est = 200GPa and EAl = F0GPan %3D Cover Plate 0.25mm d- do 35omm A lum. cylinder Steel bar
The given plate below with width of 200 mm andthickness of 16 mm is to be connected to two plates ofthe same width with half the thickness by 20 mmdiameter rivets as shown. The rivet hole is 2 mm greaterthan the rivet diameter. Allowable tensile stress on netarea is 0.6Fy. Allowable bearing stress is 1.35Fy. plate: fy = 241 mpa fu = 4141 mpa rivet: fv = 152 mpa a. Determine maximum load P without exceeding allowable tensile stress on plate b. Determine maximum load P without exceeding allowable shear stress on rivets c. Determine maximum load P without exceeding allowable bearing stress between plates and rivets
2) Find the axial stresses of menbers FD, GD, GE State if it is tensile or Compressive. 4M 3M A LE 3m G 20 RN Go KN
* TRUTT 50 kN/m 8m TIZI SLAB THICKNESS 150mm 2500 mm fe'= 21 MPa fy = 414 тра Cc = 40mm spacer barp=25mm Say bw= 0.6h DESIGN THE T-BEAM AND SHOW THAT TENSION STEEL YIELDS AND THE BEAM IS TENSION CONTROLLED
A single unequal angle 100 x 75 x 6 is connected to a 10 mm thick gusset plate at the ends with six 16 mm diameter bolts to the 100 mm of leg to transfer tension as shown in figure. What will be the block shear strength (in kN) of the angle section assuming that the yield and the ultimate stress of steel used are 250 MPa and 410 MPa respectively? ISA (100 × 75 x 6) -T 16 mm o bolt 10 mm 40 mm 40 mm| 40 mm 40 mm 40 mm 40 mm 10 mm
Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E = 200000 MPa. Use NSCP Specifications. Fyz248 mpa Properties of Channel Section d = 305 mm t₂ = 7.2 mm A = 3929 mm² t₁ = 12.7 mm Ix=53.7 x 10mm¹ x = 117 mm Properties of W 460 x 74 A = 9450 mm² b = 190 mm ly= 1.61 x 10 mm x = 17.7 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm d = 457 mm tr = 14.5 mm Ix = 333 x 10 mm Iy = 16.6 x 10mm* 7.21 When the height of column is 6 m. When the height of column is 10 m. Assume K= 1.0 457 CIVIL ENGINEERING- STEEL DESIGN
SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: A bolted connection shown is connected by 20 mm diameter bolts with an edge distance of 50 mm and the distance center to center of holes to be 75 mm. Assume that the deformation at bolt hole is a design consideration. The bolted connection is carrying an ultimate load Pu = 1500 kN, Fy = 248 MPa, Fu = 400 MPa and Fn = 415 MPa. Determine the following: (1) Design bearing strength of one bolt. (2) Design shear strength of one bolt. (3) The number of bolts are required for the connection show. P 12 mm plase P= I S00 kN 18 mm platr 12 mm plate
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Determine the length of tension anchorage required for the 36 mm diameter plain mild steel reinforcing bars in the canrilever of figuer below. The charactersitic material strengths are feu-30N/mm² and fy=250KN. The ultimate anchorage bond stress. Stress, fou-1.5N/mm² Anchorage length R25 bars
1. For the Pratt bridge truss and the loading shown below, determine the average normal stress in member BE, knowing that the cross-sectional area of that member is 60 in². NN K 12-12--12--12--| 50 lips 50 kips 50. ips Figure 1 G xfone
Tow square bars are welded together and loaded axially as shown: Determine The normal stress between A&B The normal stress between B&C The normal stress between C&D The total change in length of the bar Assume : w1 =40 mm, w2 = 50 mm, P1 = 130 kN, P2= 65 kN, and P3 =260 kN. E = 200,000 Mpa original lengths LAB = 100 mm, LBC = 120 mm, and LCD = 130 mm,