Steel Design (GPSC Civil PYQs) Online Test 1 (Free) August 19, 2024August 19, 2024By Er. Mr. M. V. You Are Here :- Home Page – Civil Engineering Online Test Series – Steel Design (GPSC Civil PYQs) Online Test 1 (Free) Report a question What's wrong with this question? You cannot submit an empty report. Please add some details. 1 votes, 5 avg 4 12345678910 "Time Finish" Steel Design (GPSC Civil PYQs) Online Test 1 (Free) -: Symbols & Description :- (નિશાનીઓ અને તેનું વર્ણન) -: Instructions :- (સૂચનાઓ) 1. Click On Full Screen Mode (¤) From Corner For Best Test Experience (બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો) 2. Use Navigation Bar For Jumping Forward or Backward To Any Question (કોઈ પણ પ્રશ્ન ઉપર જવા માટે નેવિગેશન બારનો ઉપયોગ કરવો) 3. Submit Test Button Will Be Only Visible At The Last Question (ટેસ્ટ સબમિટ કરવાનો ઓપ્શન માત્ર છેલ્લા પ્રશ્ન ઉપર હશે) 4. Don't Forget To Give Your Rating & Review At The End Of Test (ટેસ્ટ પૂરી થયા પછી રેટિંગ & રિવ્યુ આપવાનું ભુલશો નહીં) "BEST OF LUCK" [Click On Full Screen Mode (¤) From Corner For Best Test Experience] (બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો) --------------- Your Name 1 / 10 Category: Steel Design (GPSC Civil PYQs) Where the fillet weld is applied to the rounded toe of a rolled section, the specified size of the weld should generally not exceed 1/2 of the thickness of the section at the toe 2/3 of the thickness of the section at the toe 3/4 of the thickness of the section at the toe 4/5 of the thickness of the section at the toe 2 / 10 Category: Steel Design (GPSC Civil PYQs) For economical consideration a compound column section shall have r(xx) = r(yy) r(xx) = r(yy)/ 2 r(xx) > r(yy) r(xx) > 2r(yy) 3 / 10 Category: Steel Design (GPSC Civil PYQs) In nomenclature steel reinforcement of Fe500 D, the letter ‘D’stands for Durable steel Ductile steel Deformed bars Deformation 4 / 10 Category: Steel Design (GPSC Civil PYQs) Which of the following criteria is not considered under Limit State of Serviceability? Fatigue Vibration Limit Durability consideration Fire Resistance 5 / 10 Category: Steel Design (GPSC Civil PYQs) The hole diameter in base plates shall not exceed the anchor bolt diameter by more than 1.5 mm 2.5 mm 5 mm 6 mm 6 / 10 Category: Steel Design (GPSC Civil PYQs) What is the value of Maximum effective slenderness ratio (KL/r) for a member carrying compression loads resulting from dead loads and imposed loads only? 180 250 300 350 7 / 10 Category: Steel Design (GPSC Civil PYQs) Which of the following statements are correct for Double Angle Struts? (i) Two angles on the opposite side of the gusset plate will be economical than the two angles on the same side of the gusset plate, keeping same legs connected with gusset plate in both the cases. (ii) Two unequal angles with the shorter leg connected to the gusset plate provides economical solution compared to the same angles with the longer leg connected to the gusset plate. (iii) For strut having equal angles, Star angles give economical solution compared to other configurations. (i) and (ii) (ii) and (iii) (i) and (iii) (i), (ii) and (iii) 8 / 10 Category: Steel Design (GPSC Civil PYQs) The difference between gross diameter and nominal diameter for rivets upto 25mm diameter is 1mm 1.5mm 2mm 2.5mm 9 / 10 Category: Steel Design (GPSC Civil PYQs) Maximum size of a fillet weld for a plate of square edge is 1.5 mm less than the thickness of the plate One half of the thickness of the plate Thickness of plate itself 1.5 mm more than the thickness of the plate 10 / 10 Category: Steel Design (GPSC Civil PYQs) If the effective length of a prismatic compression member is 0.8 L, then the support conditions should be (Note: L is the unsupported length) at one end both rotation and translation is restrained, whereas at the other end translation is restrained, but the rotation is free at both ends both translation and rotation are restrained at both ends translations are restrained but rotations are free at one end translation is restrained while at the other end rotation is restrained Your score is The average score is 24% 0% Try Again "Rate This Test" "Thank You" Send feedback Leaderboard Pos.NameScoreDuration 1Sachin60 %4 minutes 25 seconds2Chauhan Jaydipsinh30 %2 minutes 8 seconds3Jaydipsinh20 %4 minutes 7 seconds4N10 %1 minutes 4 seconds5Guest0 %0 second Related Posts:Steel Design (GPSC Civil PYQs) Online Test 13Steel Design (GPSC Civil PYQs) Online Test 14Building Construction (GPSC Civil PYQs) Test SeriesBuilding Planning And Drawing Online Test SeriesWaste Water Technology Online Test SeriesConcrete Technology Online Test SeriesSteel Design (GPSC Civil PYQs) Online Test 2Advance Surveying (GSSSB Sr. Surveyor) Online Test SeriesGPSC (Civil) PYQs Online Test SeriesEnvironmental Engineering (GPSC Civil PYQs) Test SeriesHydrology & Water Resources (GPSC Civil PYQs) Test SeriesSteel Design (GPSC Civil PYQs) Online Test 3Bridge Engineering (GPSC Civil PYQs) Online Test SeriesFluid Mechanics Online Test SeriesGPSC (Civil) Previous Year Papers Online Test SeriesSteel Design (GPSC Civil PYQs) Online Test 8RCC Design (GPSC Civil PYQs) Online Test SeriesWater Supply Engineering Online Test SeriesCivil Eng. in Guj. & Current Trends (GPSC PYQs) Test SeriesCivil Engineering in Gujarat Online Test SeriesAutoCAD Online Test SeriesSolid Mechanics (GPSC Civil PYQs) Online Test SeriesRCC Design Online Test SeriesSteel Design (GPSC Civil PYQs) Online Test 5Structural Analysis (GPSC Civil PYQs) Online Test Series