Completely solve and box the final answers. Write legibly.Only solve numbers 1, 2, and 3. Use the beam loaded as shown for the following questions:100 lb80 lbBCRear2f-4ft--3 ft.1. If the beam cross section is a rectangle with a breadth anddepth of 6 in and 8 in respectively, what is the bendingstress?2. If the beam crosssection is a rectangle with a breadth and8 in respectively, what is the sheardepth of 6 in andstress?3. If the beam cross section is circular with diameter of 8in, determine the shear stress.4. Compute for the midspan value of Ely in lb. ft³5. Considering the following design conditions for the beam:Allowable bending stress: 20000 psiAllowable shear stress: 10000 psiMaximum allowable deflection: L/360Determine the safe dimensions depth h and breadth b ininches if h = 2b.

Answered: Image /qna-images/answer/ad366057-c40d-4712-a63b-5853b774803c.jpg

Lhe beam loaded as shown for the following questions: 100 lb 80 lb B 2f-4ft- 3 ft. 1. If the beam cross section is a rectangle with a breadth and 8 in respectively, what is the bending depth of 6 in and stress? 2. If the beam cross depth of 6 in and stress? section is a rectangle with a breadth and 8 in respectively, what is the shear 3. If the beam cross section is circular with diameter of 8 in, determine the shear stress. |C

Lhe beam loaded as shown for the following questions: 100 lb 80 lb B 2f-4ft- 3 ft. 1. If the beam cross section is a rectangle with a breadth and 8 in respectively, what is the bending depth of 6 in and stress? 2. If the beam cross depth of 6 in and stress? section is a rectangle with a breadth and 8 in respectively, what is the shear 3. If the beam cross section is circular with diameter of 8 in, determine the shear stress. |C

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The safe load, L, of a wooden beam of width w, height h, and length l, supported at both ends, varies directly as the product of the width and the square of the height, and inversely as the length. A wooden beam 44inches wide, 77inches high, and 168168inches long can hold a load of 62006200pounds. What load would a beam 5inches wide, 8inches high, and 240inches long, of the same material, support? Round your answer to the nearest integer if necessary.
Q: For the beam shown in Figure (1) below, which is carrying a service live load (P= ? kN) and dead load of self weight. fc'=28 MPa, fy=400MP, d=425mm. Using the ultimate method, find the live load (P). area of steel at te * 2350 mm 3053mm 1540 mm 1600mm 2210mm 1390mm
hi im stuck in this please help me out A wooden beam is loaded by a concentrated load ?P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that ???LAB = 3000 mm, ???LBC = 2000 mm, ?0B0=10 mm, ?1B1 = 30 mm, and ?H = 240 mm, ℎ0h0=200 mm, ℎ1h1=20 mm, determine the following quantities below: last two sub parts of question didnt fit in so i will type here- theres no question d e) Determine the maximum magnitude of shear force and bending moment, neglecting the sign. The maximum magnitude of internal shear force, positive value: N The maximum magnitude of internal bending moment, positive value: N*mm f) Determine the magnitude of the maximum bending stress in the beam, neglecting the sign. Maximum bending stress, positive value: MPa
7 A 460-mm-diameter, non-slender, spiral column is symmetrically reinforced with 6-25 mm vertical bars. Calculate the maximum service axial dead load the column can sustain in addition to an axial live load of 996 kN. Given f’c = 27 MPa and fy = 280 MPa. Write your answer in 2 decimal places only.
A wide flange A992 steel column has a length of 4.6 meters and pinned ends. If Sx=895x103 mm3, Sy=129x103 mm3, d=358mm, bf=172mm, A=7226 mm2, Fy=345MPa, Determine the classification of the column.
Can someone please solve this? Find load function functions and draw load effect diagrams? Fx=4.5KN.Fz=2.5 KNMB = 2.5 KNm.a= 1.6M.
please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS Determine the shear force 6.34 ft to the right of point A for the beam shown below if P = 1026 lb, W = 362 lb/ft, T = 4311 lb ft, a = 3.15 ft and b =5.68 ft. Round of the final answer (in lb) to four decimal places.
8 A 440-mm-diameter, non-slender, spiral column is symmetrically reinforced with 12-16 mm vertical bars. Calculate the design strength (kN) of this column if subjected to axial load only. Given f’c = 21 MPa and fy = 280 MPa. Write your answer in 2 decimal places only.
An I beam whose flange width is 357mm, flange thickness is 15mm, web thickness is 20mm, total depth of 450mm and Fy of 248MPa is to be used to carry a uniform load all throughout its length, 3m. 1. What is the allowable bending stress? a. 153.69 MPa b. 161.75 MPa c. 192.69 MPa d. 168.23 MPa 2. Determine the moment of inertia of the section. a. 0.732 x 10⁹ mm⁴ b. 0.517 x 10⁹ mm⁴ c. 0.630 x 10⁹ mm⁴ d. 0.810 x 10⁹ mm⁴ 3. What is the maximum safe uniform load that the beam could carry? a. 402.58 kN/m b. 164.6 kN/m c. 476.56 kN/m d. 541.6 kN/m
12. What is the design shear strength (kN) of a 2-leg 12 mmø stirrups spaced at 187 mm on centers in a beam with total depth of 440 mm? Use fy= 415 MPa for main bars and fy= 275 MPa for web reinforcement. Use f'c = 21 MPa if necessary. Use db = 20 mm. Express your answer in 2 decimal places.
Given a 4meter Wide Flange steel compression member with A=4,520mm2, Ix=86,846,729mm4 and Iy=2,618,231mm4 with Fy = 345MPa. Calculate the design strength in KN if both ends are hinged or pinned. Express your answer in 2 decimal places.
Determine the deadweight of a 1-ft-long segment of a typical 20-in-wide unit of a roof supported on a nomi- nal 2 × 16 in. southern pine beam (the actual dimensions are _1 2 in. smaller). The __3 4 -in. plywood weighs 3 lb/ft2