ASAP!!! NEED RIGHT COMPLETE SOLUTION !!! A cantilever beam has a span of 5.01 m. The beam carries a uniform service deadload w = 23.44 kN/m includes the weight of the beam. There is no lateral supportother than that at the fixed end (left side).w = w kN/m258.8322.10L/2 m.22.10LA-38.1- 269.24(X-381 Properties of W 10 x 77A = 14581 mm²d = 269.24 mmbf = 258.83 mmtf = 22.10 mmtw = 13.46 mmSx = 1408 x 10³ mm³Zx = 1599 x 10³ mm³Lp = 2.799 mLr = 13.811 mLb = 3 mFy = 345 MPak= 38.10 mmE = 200, 000 MPaDetermine the maximum value of service live load P due to max. shear strength of thebeam using LRFD. (KN)

Solution: Given: Service dead load = 23.44 kN/m point load acting at the center, since the load is…

Properties A = 14581 mm² d = 269.24 mm bf = 258.83 mm tf = 22.10 mm tw = 13.46 mm Sx = 1408 x 10³ mm³ Zx = 1599 x 10³ mm³ Lp = 2.799 m Lr = 13.811 m Lb = 3 m Fy = 345 MPa k = 38.10 mm E = 200, 000 MPa Determine the maximum value of service live load P due to max. shear strength of the beam using LRFD. (KN) of W 10 x 77

Properties A = 14581 mm² d = 269.24 mm bf = 258.83 mm tf = 22.10 mm tw = 13.46 mm Sx = 1408 x 10³ mm³ Zx = 1599 x 10³ mm³ Lp = 2.799 m Lr = 13.811 m Lb = 3 m Fy = 345 MPa k = 38.10 mm E = 200, 000 MPa Determine the maximum value of service live load P due to max. shear strength of the beam using LRFD. (KN) of W 10 x 77

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

Please describe the contenta of safety control management of project in civil engineering.
I. 1. Find the critical path method, earliest start and earliest finish, latest start and latest finish, and slack time or float. Activity Description Immediate Duration Predecessor(s) A Select administrative and medical staff. 12 Select site and do site survey. Select equipment. Prepare final construction plans and layout. Bring utilities to the site. Interview applicants and fill positions in nursing, support staff, maintenance, and security. Purchase and take delivery of equipment. Construct the hospital. B 9 - C A 10 D 10 E B 24 F A 10 35 H 40 Develop an information system. Install the equipment. Train nurses and support staff. A 15 E,G,H, F,I,J 4 K
Q3: A company awarded a contract to erect 124 electrical towers the table below shows the sequential operation also the estimated man-hours and optimum number of men/operation the hand over is 6 towers/weeks prepare a line of balance schedule assuming 5 working days/week and 8 hours/day, the minimum buffer time 3 day Activity Description Excavation Implementation foundation Installing the Tower Cable arm fixing Insulator fixing Man-hour Q(Optimum ofmenioperation 55 of reinforced concrete 64 145 8. 90 8. D E 25 5n Determine the completion date of the project Determine the completion date of the installing Towers Determine the percentage completion of the project when 83% of the electrical tower have been installed. ii- iii-
What are the inspections carried out on the tirfor machine?
Write down the objective and application of the course of Project Planning and Management?
Q3: A company awarded a contract to erect 124 electrical towers the table below shows the sequential operation also the estimated man-hours and optimum number of men/operation the hand over is 6 towers/weeks prepare a line of balance schedule assuming 5 working days/week and 8 hours/day, the minimum buffer time 3 day Activity Man-hour Q(Optimum ofmen/operation Description Excavation 55 64 4. Implementation foundation of reinforced concrete 145 8 Installing the Tower Cable arm fixing Insulator fixing 90 8. 25 Determine the completion date of the project Determine the completion date of the installing Towers Determine the percentage completion of the project when 83% of the electrical tower have been installed. ii- iii-
Write a report regarding environmental impacts of a construction project site?
bint Pr X y Term ProjectCx y SURP 816: Phy X E TEC 3739 Gro x M V Lab Example E Foundation HV x Phase 2 Repor X A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348 as learn A ULC C3739-101_MATERIALS AND STRUCTURES III (SPRING 2022) ard/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/2 n1 Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.275m x 0.275m. If a square column foundation (5m x 5m) that should carry a load of 5000kN, what is the estimated settlement of the ed out of foundation? Load/unit area Settlement Load/unit area (kN/m?) (KN/m?) (mm) 800 200 400 600 200 6 300 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm MacBook Air Settlement (mm)
(CONSTRUCTION MANAGEMENT).
Please answer me as soon as possible, it is urgent my deadline is coming, thanks a lot 4. Explain the 4 methods in classifying piling systems.
Describe the special applications applies for safety programs?
Describe the AEC method? when is it used?