Civil Engineering Department Answer Sheet Date: Time: P-400 30

Can you help me figure out the different symbols and how many of them are there and put them in grouping? This would really help thank you.

AutoSave Geotec 2 - Assessment 2 (2022 S2) C... P Search (Alt+Q) ff Gourav Rana GR File Home Insert Draw Design Layout References Mailings Review View Help P Comments B Share X Cut O Find Calibri v 12 - A A Aa v AaBbCcDd AaBbCcD AaBbCcDd AaBbCcDd AaBbCcDd AaBbCcl a-v LE Copy Replace Paste В I U v ab x, x A • v A v 1 Normal 1 Body Text 1 List Para.. I No Spac. 1 Table Pa. T Heading 1 - Dictate Sensitivity Editor Reuse Format Painter A Select v Files Clipboard Font Paragraph Styles Editing Voice Sensitivity Editor Reuse Files 5. Calculate the earth pressures along both sides of retaining wall in Figure 3 and calculate the forces and moments on it and comment on its stability (your comments should be backed up with calculations, height of the wall is 6m, thickness of the soil layer on the left-hand side (passive side) 4° p = 1800 kg/m3 0 = 30° p = 1800 kg/m3 0 = 30° Figure 3 Page 3 of 4 494 words English (United States) Text Predictions: On * Accessibility: Investigate D. Focus 100% ENG…

Please help me solve the question in the picture below

Solve no 1b the drawing aspect, please solve fast

Review // A Living Leg X 6 connections_viii_2017.pdf M (no subject) - hlimiahad@gmail.c x Expiration=16458228000008X-Blackboard-Signature=DBMVN6V%2Fq8ET1Zai1nw0oS6UVCTVCZCnyM Zombs Royale - 10.. in LinkedIn: Log In or. Now You Know | TV. M Gmail O YouTube 4 / 5 100% 3. A circular steel bar with cross sectional area of 4 in is loaded as shown. a) Compute the shear and tensile stresses at plane X-X when 0= 30°. b) Indicate at which angle(s) shear stress is maximum. © Also, calculate the maximum compression stress and indicate the angle at which this maximum compression stress occurs. 10,000 lb 10,000 lb

Based on the attached enlarged floor plan, how many sq. m. of 16mm (5/8") plywood backing is required for the grab bars? Notes • The grab bars are items B and C on the floor plan. • Studs are spaced at 400 o/c • Partition construction is steel stud L 10 A8.00 114 B F Epral W/C D 104 TRO C A Answers should be in the format 'xx.xx sq. m. I.e.: 4.24 sq. m.

Please explain the photo attached, asap  plea

Module3 Part1 Feb 23 2021.docx Word Murtada Alrubaie File Home Insert Draw Design Layout References Mailings Review View Developer Help EndNote X7 O Tell me what you want to do & Share REC Select Draw with Eraser Add Ink to Ink to Drawing Touch Pen Shape Math Canvas Tools Pens Convert Insert DI 1 I 2 3 4 S 6.I 7. S 9 10 Univety ofEM *HW to be submitted today before 12:00 AM Felb 23 Determine (T,C) 750N O AB= the member (2 ーN(T) 30 BCこ forces 5 m with their AC- NC) ty pe co) ord T) II (a) Murtada Alrubaie's screen +

Sabjet: Engineering Drawing or AntoCAD lastruction: Draw the SD Drawing (Isometric View) of the indicated 2D Orhographic Projection You can freehand deaw or use AutoCAD. Note: Indicate the Dimensions 110 TRONT VEW 35 40