2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam has an effective depth of 446 mm. The beam carries a uniform dead load of 4.5 kN/m (including its own weight), a uniform live load of 3 kN/m, and concentrated dead loads of P and 2P as shown in the figure. Assume fy = 414 MPa, f'c = 34.50 MPa. Calculate the ff: %3D %3D a.) The ultimate moment capacity of the concrete section in kN-m b.) The maximum value of P in kN 2P P A B 2m 2m 2m

2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam has an effective depth of 446 mm. The beam carries a uniform dead load of 4.5 kN/m (including its own weight), a uniform live load of 3 kN/m, and concentrated dead loads of P and 2P as shown in the figure. Assume fy = 414 MPa, f'c = 34.50 MPa. Calculate the ff: %3D %3D a.) The ultimate moment capacity of the concrete section in kN-m b.) The maximum value of P in kN 2P P A B 2m 2m 2m

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 enlighten me on how they get those values that I encircled in a red pen and I also attached the solution. Thank you so much! I'll vote (thumbs up) for your answer.
Refer to the below diagram and the booking sheet Question: What is the number (or word/s) which must be CP 1 2.050 entered into the levelling booking sheet that is marked as: B.M. 11 RL 0.724 OP 2 3.100 (Note, if the space should have nothing written in it please 16.235 2.785 2.565 2.480 answer NONE) Set up 1 Set upa B = NONE LEVELLING BOOKING SHEET B.S. I.S. F.S RISE FALL F = 2.050 R.L. REMARKS A B G) F. H) -2.145 2.570 2.410
1. [* r/2 ptan y sec y x'cos' ydxdy
Write a detail note duty and delta of a crop; what’s their relationship?
22 - In the zoning plan in the figure? What is the name given to the area surrounded by the red line indicated by? A) PlankoteB) IslandC) SheetD) CadastreE) Parcel
Detailed solution.
Convert: 290.502 grad to mils.
QUESTION 2 Glven the technical description of a certain lot, complete the tables below: DIST 40.311 38.910 37.014 51.140 LINE AB BC CD DA Station A B с D BEARING N 60° 15.3¹ E S 64° 5.6' E S 42° 29.2¹ W N 61° 38.1' W interior < division gnerating fr. * Express all values up to 3 decimal places. * If the value is zero just write 0. A Area 1 Area 2 Total * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = -37, input: -37.000 * For positive values, do not include the + sign in writing the answer. *Do not include the unit in writing the answer/s.
Problem 1. Given below is the technical description of a lot 2081, Cebu Cadastre. Bearings S 32°17' W S 36°25' W N 15°47' W N 73°07' E Lines Distances (m) 1-2 22.04 2-3 10.00 3-4 5.00 4-5 19.95 a) Find the area of the lot by DMD method. b) Find the DPD of line 3-4. C) Find the area of lot by DPD method.
Glven the technical description of a certain lot, complete the tables below: DIST 38.588 37.736 28.278 83.100 LINE AB BC CD DA Station A B C D BEARING N 58° 46.9' E S 57° 59.7¹ E S 30° 46.5' E N 73° 0' W interior < division gnerating fr. B Area 1 Area 2 Total * Express all values up to 3 decimal places. * If the value is zero just write 0. * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = -37, input: -37.000 * For positive values, do not include the + sign in writing the answer. * Do not include the unit in writing the answer/s.
Redrawing the scheme in the manner of "activities on the contract"
only answer The following information belongs to a target cost contract: Target cost = $200 M %3D Target band $180 M and ends $220 M Target contractor fee = $25 M %3D Cost saving share = 70/30 by owner Cost increase share 65/35 by contractor Contractor minimum fees =$10 M The GMC = $270 M %3D Minimum expected project cost = $ 150 M %3D Calculate the project cost, if the contractor Fee is ?Zero إختر أحد الخيارات: М 285.4 .а О M 292.4 b O M 297.4 .c