Please answer the situation 1 only Situation 1. A 7.5 m long simply supported beam has a cross sectional area of b = 400 mm by h = 550 mm. The beam hasreinforcement of 2-28 mm compression bars and 4-28 mm tension bars, each located 70 mm from the extreme concretefiber. f'c = 24 MPa, fy = 414 MPa. Use NSCP 2015.a. Determine the nominal moment capacity of the beam.b. Determine the additional concentrated service live load that can be applied at 2m from the left support if the dead loadincluding the weight of the beam is 20 kN/mSituation 2. Design a T-beam for which bw = 300 mm and d = 550 mm. The beams are 4.5 m long and spaced at 3 m oncenters. The slab thickness is 100 mm. Dead load Moment = 700 kN-m (including the weight of beam) and Live loadMoment = 80 kN-m. f'c = 28 MPa and fy = 414 MPa. Use NSCP 2015.a. Determine the Steel Area of the beam Situation 3: Using transformed area, what allowable uniform load can this beam support in addition to its own weight forThe insidea 8.5 simple span. Concrete weight = 23.6 kN/m3, fs = 165.5 MPa, and fc = 12.5 MPa. Use f'c = 28 MPapolygon is hollow area.150 200 150200800 mm4005-32 mm1004. What condition/design will you consider in designing of beams and Why?'100

Answer We are given Beam span L = 7.5 m width b = 400 mm height h = 550 mm Tension reinforcement…

Situation 1. A 7.5 m long simply supported beam has a cross sectional area of b = 400 mm by h = 550 mm. The beam has reinforcement of 2-28 mm compression bars and 4-28 mm tension bars, each located 70 mm from the extreme concrete fiber. f'c = 24 MPa, fy = 414 MPa. Use NSCP 2015. a. Determine the nominal moment capacity of the beam. b. Determine the additional concentrated service live load that can be applied at 2m from the left support if the dead load including the weight of the beam is 20 kN/m.

Situation 1. A 7.5 m long simply supported beam has a cross sectional area of b = 400 mm by h = 550 mm. The beam has reinforcement of 2-28 mm compression bars and 4-28 mm tension bars, each located 70 mm from the extreme concrete fiber. f'c = 24 MPa, fy = 414 MPa. Use NSCP 2015. a. Determine the nominal moment capacity of the beam. b. Determine the additional concentrated service live load that can be applied at 2m from the left support if the dead load including the weight of the beam is 20 kN/m.

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

120 ArtChist 09 120 8
Determine the x- and y-coordinates of the centroid of the shaded area. asap
Determine the coordinates of the centroid of the given area.
Hand written solutions not allowed
File Paste Clipboard ' Home size. N Document - WordPad View Calibri ▼ 24 B I U als X.x A+2 I.1 12.1 3 14 1 5.1 T IM Font T A A E-=- T Paragraph Editing 6171819 10 11 12 13 14 15 1 M The ground speed of the aircraft is 220 km/hr. Insert A flight mission is to be planned for an area of 14 km x 8 km The mean scale is 1: 13500. Average ground elevation is 370 m. 1 The aircraft is fitted with a camera of focal length 20 cm. Find ab ac Replace Select all The format of photograph is 230 mm x 230 mm. 100% Longitudinal and side overlap are 60% and 30% respectively. X
• Adobe Acrobat XI Pro Download X كوناشينکوف: استسلام نحو 0 150 جة C Expert Q&A Google dazi X + i chegg.com/homework-help/questions-and-answers/determine-natural-frequencies-mode-shapes-system-shown-figure-ei-1042x10-nm-columns-4-colu-q77601768 Determine the Natural Frequencies and mode shapes for the system shown in Figure below: EI=10.42x10° N.m2 for all columns (4 columns per story) and two cables. Prove the Orthognality and Normality principles using the resulted two Eigen vectors 1 and 2. M=4000kg 3m M=6000kg 3m M-8000kg 3m 9:49 AM P Type here to search 4 T. x E. C D. U A 4) E D. D. D. 17-Apr-22
『イAYY 13 of 544 * Asiacell T. A docs.google.com الحساب مطلوب اكتب اسمك والتوقيع على الورقة وتهمل اي اجابة بدون الاسم و الرسومات الضرورية Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B? If wo= 35 kN/m and L= 9 m wo B 2 إضافة ملف إرسال رجوع عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. تم إنشاء هذا النموذج داخل Mustansiriyah. Universityالإبلاغ عن إساءة الاستخدام Google &ilai منو يعرف يحله Hussein shaheed 07.03.21 at 11:29 AM
2 Hy p V:Er ZA 2025 22-5+7CHAPTER 2025+794812 Home Works Find the centrod 120 150 Y=60 30 90 130
solve a plumbing base in a picture
Help me urgent
7:06 A A O 16* .l ul 93% docs.google.com/forms/d/e/1F/ 5 BSCE CEM Problem. On one side of the gate, water stands level with the top of a vertical rectangular gate 4 feet wide, 6 feet high, and hinged at the bottom. On the other side, water stands 2 feet below the top. rdcbasilio@bpsu.edu.ph (not shared) Switch account 1. the hydrostatic force at the left side of the gate is 20 points a.) 1492.8 Ib. b.) 2492.8 Ib. c.) 3492.8 Ib. O d.) 4492.8 lb. 2. The hydrostatic force at the right 20 points side of the gate is a.) 1996.8 Ib. b.) 2996.8 Ib. c.) 3996.8 Ib d.) 4996.8 Ib. +
(CONSTRUCTION MANAGEMENT).