4. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the angle shown in the fig. below. It is welded on the end (transverse) and sides (longitudinal) of the 8-in leg only F, 50 ksi and F, -70 ksi Plate L8X6X weld Angle (-1.56 in, A-9.99 in) 6.16 1.56 in Plate Sin

4. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the angle shown in the fig. below. It is welded on the end (transverse) and sides (longitudinal) of the 8-in leg only F, 50 ksi and F, -70 ksi Plate L8X6X weld Angle (-1.56 in, A-9.99 in) 6.16 1.56 in Plate Sin

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: Use the provided data wherever you need. QI. A (25 kW, 500 rpm) motor has a mild steel shaft of (30…

A: Given Power = 25 KW

Q: Determine the maximum moment and the maximum shear in the girder bridge due to the truck loading…

Q: If the area of cross section of a single angle discontinuous strut is 30cm2 and allowable working…

Q: HW For the beam shown in figure, find the deflection and rotation at Free end by using double…

Q: Help Save & Exit S Check my w Consider a uniform right circular cone of specific gravity S < 1,…

Q: Q3. A solid shaft was made of alloy steel, it was welded to a flat plate by a specific size of…

Q: What part of the U.S. federal law regulates MSW (municipal solid waste)?

Q: 3m 7m 3m 3m

Q: Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm,…

Q: A simple pin-connected truss is loaded and supported as shown. The load P is 160 kN. All members of…

A: Solution: Given: Load, P = 160 kN outside diameter = 130 mm Wall Thickness = 9 mm

Q: A 4340 steel plate containing an interior crack that is 2cm long, 10cm wide, and 0.5 cm thick. The…

Q: ng span of of 25 kN/

Q: The combined action of the three forces on the base at O may be obtained by establishing their…

A: Given Data:Assume:F1=320lbF2=500lbF3=580lba=6.9ftb=3.6ftc=2.3ftθ=42°.

Q: The rigid block has a weight of 80 kips and is to be supported by posts A and B. These are made of…

A: rigid block weight = 80 kips supported by posts A and B when temperature inceased by 20 degree…

Q: * The beam shown supported by fix support from left side and a roller from the right side, and an…

Q: * For the cross section shown in the figure. :Find the value of Y 250 mm 40 mm A1 Neutral Axis (N.A)…

Q: Q41. If the stopping distance is 60 metres, then the minimum stopping sight distance for two lane,…

A: given- stopping distance-SD=60 mtwo lane, two way traffic

Q: ement and spacing between bars which required to resist ultimate moment at point B of one-way slab…

Q: I nearly gives the internal degre

A: The number of members in truss =23The number of joints in truss =11Reactions =5

Q: A square tied column is 430 mm x 430 mm with 8- 28 mm Grade 415 bars. The lateral ties are 10 mm…

A: given data: h=430mm b=430mm fy=415 f'c = 28Mpa

Q: Which reclaimable material makes up the highest percentage by weight of currently economically…

A: Out of the above options the materials which can be easily recycled are metals and paper including…

Q: compute and tabulate the azimuths of the sides of aregular pentagon (polygon with five equal…

A: Given:- A regular pentagon has five equal angles The bearing of AB = N37°26′05″E The station C is…

Q: Q2: Answer the following. A) Define the following: Hydrocompression, aeolian soil, soil active zone.…

Q: supports the load L. Determine the forces in mem- bers CG and GF. Identify those members for which…

A: Apply method of section horizontally between the member CF and BGAssume the length of horizontal bar…

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6…

Q: Check my A solid block, of specific gravity 0.93, floats such that 75% of its volume is in water and…

A: Problem details of immersed bodies is given.

Q: Determine the optimum dimensions of the channel if it is to carry

Q: The RMS (Roads and Maritime Services) has advised you that your pad footing width impinges on the…

A: The three possible solutions of the situation are Redistribute the load on the column through…

Q: Water is pumped through a 600 mm diameter circular pipe which is 1800 meters long at the velocity of…

Q: A beam is subjected to a concentrated force, as shown in the figure below, try to find the Elastic…

Q: Q6: The figure represents a homogeneous earth dam with a horizontal filter. The construction cost…

A: The equation of Parabola, x2+y2 = x+y Let , BC' =…

Q: Help Save & Exit S Archimedes, when asked by King Hiero if the new crown was pure gold (SG = 19.3),…

Q: A channel is (50) m wide, 2.5m deep and has a bed slope of 1 in 4000. Determine the bed load…

Q: Which of the following is NOT TRUE for a state of stress at point for a thin spherical pressure…

Q: Explain why the “principal of reversion” is important in angle measurement.

A: The term principle reversion is used in surveying field.

Q: The force F is directed from A toward D and D is allowed to move from B to C as measured by the…

Q: 03 Determine the spacing of shear reinforcement (S) between stirrups in reinforced concrete beam.…

Q: Calculate water application efficiency if 350 m³/minute of water is diverted to 25 hectares of field…

A: Given data- Discharge Q=350 m3/minuteArea A=25 hectares=25×104 m2time t=5 hourswater stored in root…

Q: The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and…

Q: Compute the force in all members of the truss shown in Fig. T-08. 50 KN 30 KN MATHalino.com B 4 m 5m…

Q: Q-3: Use slope-deflection method to analyze the frame shown in Fig. 3. And draw the shear force and…

Q: The liquid limit and the plastic limit of soil are 45% and 25% respectively. The amount of clay…

Q: Q3:-The uniform 10 kg ladder in figure below rests against the smooth wall at B, and the end A rests…

A: The angle of inclination is below:

Q: need a complete and clear solution

A: Column: - It is defined as the structural element which is used to transfer load from top to bottom.

Q: 1. Event: A large landslide occurred in a mountain hillside near a large, populated city in a sunny…

A: The main reasons behind the landslide are : Road construction on hill slope making it unstable and…

Q: par Tomat. A section of a reinforced concrete elevator shaft is shown in the figure. Compute the…

A: E = 5000 x fc

Q: 20 kN A B 30 kN/m F 16 kN D C 2m 4m 4m 3m Which of the following most nearly gives the reaction (KN)…

A: Asked: To determine the reaction at the roller support. The reaction at the roller support (C) can…

Q: Choose the correct answer 1- The prismoidal formula is used for the calculation of a) Perimeter b)…

Q: PROBLEM: A surveyor sets up a transit at point P which is located in the middle portion of a…

A: Area of Triangle PAB= 0.5*410.51*532.18*sin 79°40'= 107460.9457 m2. Area of triangle PBC=…

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

4. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the
angle shown in the fig. below. It is welded on the end (transverse) and sides (longitudinal) of
the 8-in leg only F, 50 ksi and F, -70 ksi
Plate
L8X6X
weld
Angle
(-1.56 in, A-9.99 in)
618
1.56 in
Plate
Sin

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 the Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf=120mm d=550mm d'=80mm fc'=34MPA fy=415MPA USE NSCP 2015 mm2 A.Mu = 1400KN-m, As = mm2 B.Mu = 1700kN-m, As = mm2, As' = CS Scanned with CamScanner
أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f, = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):
sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max
Problem 2 Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing stress due to rivets is 140 Mpa • Thickness of the member is 5 mm • Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 N 120 N 200 N 4 Pands 4m - 16 m
A For the truss shown, find veyticat deflection bylunit lead Methed. EA 15 _atfd) Ioku for all members increase in temp is (50€) in (ad) short in (ad)is (3 Emfr
2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN
Situation 2. Two plates each with thicknessF16mm are bolted together with6 -22mm dimater bolts forming a lap conne ction. Bolt spacing are as follows: S1 = 40mm, S2 = 80mm, Sa = 100mm. Bolt hole diameter=25 mm 50 250mm 30 30 60 75 Allowable stress: Tensile stess on gross area of the plate=0.60 Fy Tensile stress on net area of the plate=0.5Fy Shear Stress of the bolt Fv=120MPA Bearing Stress of the bot Fp=1.2 Fu Calculate the permiss ible tensile load P under the following Conditions: 4. Based on shear capacity of bolts 5. Based on bearing capacity of bolts 6. Based on block shear strength (taking into consideration the failure path given in the figure below) 40 80 16 mm 40 180 mm 40 Bearing Failure Path #1 140 209 Bearing Failure Path #2
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. Use a501 plate and a502 gr2 rivet 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
Material Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y
Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40
PSD323- Principles of Steel Design 4. The tee section is made up of a 30mmx150mm flange and a 30mmx160mm web. Determine the properties of a section(MOI, section modulus, radius of gyration) 15d mm 30 mm A, 6 Yu d, N.A. di 30 tnm 160 mm
What is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 www 60mm 777 50mm 8mm P