Q1: A rectangular slab with clear span (16.6*10.4)m is covered with one-way ribbed slab as shown in the figure below. A (100 mm) monolithic slab carries a uniformly distributed service load of 7.9 kN/m?.The surfacing load is 1.2 kN/m2.with f.'=28 MPa ,fy = 350 MPa and Yc=24 kN/m , design for flexure and check the shear in ribs. Use o16mm for flexural steel in the rib and 410mm in the flange. 14.40 m 300mm 14.40m 800mm 2.0 mm 2ó0 m m 10.40 m

Q1: A rectangular slab with clear span (16.6*10.4)m is covered with one-way ribbed slab as shown in the figure below. A (100 mm) monolithic slab carries a uniformly distributed service load of 7.9 kN/m?.The surfacing load is 1.2 kN/m2.with f.'=28 MPa ,fy = 350 MPa and Yc=24 kN/m , design for flexure and check the shear in ribs. Use o16mm for flexural steel in the rib and 410mm in the flange. 14.40 m 300mm 14.40m 800mm 2.0 mm 2ó0 m m 10.40 m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

MECHANICS OF DEFORMABLE BODIESDraw the Figure and FBD. Thank you!!
Need complete solution please. Tysm
100 N R 19 PO A S 50 KN Z 0.9m Im W 0.2m Figure 1: Representation of the Lamp Post with Bracket 0.85m Note that: Height (h)=6 Thickness (t)=20 Calculate the ff: a. Consider that you want to evaluate a very short segment of length AL that runs along the middle of bar SW. What is the deformation along x, y and z in terms of AL? Take the case of linear-elastic behavior. G = 75 gigapascals E is 185 gigapascals Figure 2: Detailing of the Pin Support at W
Please don't provide handwritten solution.....
The frame in (Figure 1) supports a centrally applied distributed load of 1.8 kip/ft. The pins at C and D are at the same location as the neutral axis for the cross section. Figure 12 ft C A 5 ft- HH 3 in. 3 in. 1 in. B 1.5 in. 6 in. 16 ft 1.8 kip/ft D 1 of 1 > Part A Determine the state of stress at point A on member CD. Enter your answers in kilopounds per square inch to three significant figures separated by a comma. Enter negative value for the normal stress in the case of compression and positive value in the case of tension. A. TA 10.744,0 Submit Part B VAΣ 1 vec X Incorrect; Try Again; 5 attempts remaining OB. TB = Previous Answers Request Answer Submit Determine the state of stress at point B on member CD. Enter your answers in kilopounds per square inch to three significant figures separated by a comma. Enter negative value for the normal stress in the case of compression and positive value in the case of tension. VAΣo↓vec - 23.236,0 Previous Answers Request Answer X Incorrect;…
No Handwriting please
please help solve and explain and include FBD please